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32A-201 (5) 2ND FLOOR STRUCTURE 61, C) —G 1 F0 ply —G 5 CL 0 ply uj uj Cn r 0 C) _G2 0 ply 620 0 ply CL CIJ CL Jc-� (D cf)= Cc CL C, C14 CL G 21 p7(D JOB:Phillips pla 0 ply 51 Phillips place 15 7 F— ply G. DESIGNED BY: Doug—Hodgins � SHIPPING INFORMATION N.qh-pl- A 310 0 ply ISSUL, DATE 0IPT , 0 FNAL 1-4 FINAL LG 6 WA 0 ply WA WA GO T co 21 CL CL 0 SHEET NUMBER:I 1st walls LAYOUT V NEW PARTITION WALL: INTERIOR 1-HR PARTY WALL ASSEMBLY: �+ (E) a • �� 2 LAYERS 1/2" GYPSUM BOARD UL DESIGN U312 GA FILE NO. WP 3260 `¢ O FRAMING @ 16" O.C. 50-55 STC SOUND RATING 3 t BATT SOUND INSULATION -IN SHARED BEDROOM WALLS 2 LAYERS 5/8" GYPSUM BOARD INTERIOR -ALL BATHROOM WALLS 2 LAYERS 1/4" GYPSUM BOARD INTERIOR 2 X 4 FRAMING @ 16" O.C. SOUND BATT INSULATION 1-HR WALL �n V EXISTING PARTITION WALL: INTERIOR 1 tK INTERIOR �Q0.� 1 LAYER 1/4" GYPSUM BOARD -OVER(E)PLASTER,EA. SIDE EXISTING FRAMING xx INTERIOR BATT SHARE BEDRO M WALLS (E) - _ 1 HOUR PARTY WALL 1-HR WALL -ALL BATHROOM WALLS INTERIOR 1 LAYER 5/8" GYPSUM BOARD -OVER E PLASTER EA. SIDE EXISTING FRAMING SOUND INSULATION INTERIO R a INTERIOR 1-HOUR FLOOR/CEILING FLOOR 1-HR WALL UL DESIGN L512 1-HR WALL ASSEMBLY: 1-HR RATING UL DESIGN U309 c o n s u l t i n g Design 1 LAYER 1/2" GYPSUM BOARD, CLG. GA FILE NO. WP 3510 413.835.5950 2 x 10 FRAMING @ 16" O.C. 2 LAYERS 5/8" GYPSUM BOARD 1"NOMINAL WOOD SUB AND 2 X 4 FRAMING @ 16" O.C. (E) P.O. MA 01004 FINISHED FLOOR CEILING R-19 MINERAL WOOL INSULATION GARAGE lsm @ConsultingDesign.com R-19 MINERAL WOOL INSULATION EXTERIOR OPTIONAL: FLOOR UNDERLAYMENT INTERIOR 3 OPTIONAL: SOUND MAT WALL AND PARTITION TYPES Revision: DESIGN DRAWING S WALL AND PARTITION TYPES oC_ DATE:OCTOBER 24,2014 1 l/ C/ .` �`� �-o SCALE: 1" = 1'-0" A6 .0 Sheet Number: ROOF AND OVERHANG: �, 30 YR ARCH. SHINGLES #15 ROOFING FELT 1/2" STRUCT. SHEATHING 2 X 12 RAFTERS @ 16" O.C. R-38 MIN. INSULATION . r..�.� SOFFIT W/CONT. VENT. O VAPOR BARRIER SHEETROCK AT INT. FACE UPPER FLOOR ASSEMBLY: p..� f 8 — O>> D FINISH FLOOR MATERIAL 0/ p k 3/4" ADVANTEK SHEATHING 2 X FRAMING @ 16" O.C. U cn -30 MIN. INSUL. 0/GARAGE cj :t5 W 2X PERIMETER BOX JOIST con 7A ct EXTERIOR WALL: R-20 INSULATION BETWEEN GARAGE FLOOR ASSEMBLY: M 2 X 6 STUDS @ 16" O.C. GARAGE AND CONDITIONED SPACES 4" CONCRETE W/WIRE REINF. 1/2" OSB SHEATHING OVER 4" SAND BED TYVEK AIR BARRIER 0/COMPACTED FILL AS REQ. VINYL SIDING O' _ 0" SLOPE TO DOORS TO DRAIN !� O R-20 INSULATION 1/2" GYPSUM BD @ INTERI R SEAL ALL JOINTS &GAPS GARAGE 0 rmm� ct INSUL. LOW-E VINYL WINDOWS O �n 4 4"MAX. 36" X 36" LIGHT WELL FOR BOW WINDOW EMO"y Fs e, Consulting o.a OPERABLE EGRESS WINDOW D e s i g n (OPENING MIN. 20"X 24") , „ WATER MANAGEMENT: 413.835.5950 8 — 6 SLOPE GRADE AWAY @ 5%MIN. P.O.BOX 2943 —j— DAMROOFING ON FOUND. WALL • Amherst,MA 0 100 E I lsm @ConsultingDesi gn com Q: BASEMENT MIN. 6" o DRAIN TILE 4 4 MAX. CONTINUOUS DRAIN TILE R-13 INSUL W/ 1/2" GYPSUM AT EXT WAL 2" GRAVEL BED BELOW DRAIN TILE BUILDING SECTIONS CONCRETE FOUNDATION WALL AND � o� SPREAD FOOTING W/#4 REBAR, ' �' °f Revision. 15" WIDE X 6" TALL,WALL THICKNESS VARIES yeodrc(e e Luf DESIGN DRAWING DATE:OCTOBER 24,2014 1 BUILDING SECTION A4.4 A4.4 SCALE: 1/4" = 1'-0" Sheet Number: ROOF AND ROOF OVERHANG ASSEMBLY: U 30 YR ARCHITECTURAL ASPHALT SHINGLES #15 ROOFING FELT Vr/ 1/2" STRUCTURAL SHEATHING • �� - 2 X 12 RAFTERS @ 16" O.C. R-38 MIN. INSULATION OR AS REQ. BY CODE Q - SOFFIT WITH CONT. VENTILATION SYSTEM VAPOR BARRIER ON WARM SIDE OF FRAMING SHEETROCK AT INTERIOR FACE O i � 0 UPPER FLOOR ASSEMBLY: FINISH FLOOR MATERIAL OVER - 3/4"ADVANTEK FLOOR SHEATHING 03 2 X FRAMING @ 16" O.C. �� U R-30 MIN. FLOOR INSULATION 0/GARAGE ,I IIVIl 11 11 111111 111 111111 U 111111111 11 k1H N I 2X PERIMETER BOX JOIST = SHEETROCK CEILING cd I-HR. FIREWALL SEPARATION G 8w�f6 K a c/S TERMINATE AT UNDERSIDE N c �- N OF ROOF SHEATHING 0' — 0" WATER MANAGEMENT: a FINISH GRADE AWAY FROM WALL @ 5%MIN. DAMPROOFING ON FOUNDATION WALL ,u, ct LANDSCAPE FABRIC BETWEEN GRAVEL/DIRT FILL GRAVEL W'MIN. 6" COVER OVER DRAIN TILE CONTINUOUS DRAIN TILE a O MIN 2" GRAVEL BED BELOW DRAIN TILE Z i Consulting i GARAGE FLOOR ASSEMBLY D e s i g n 4" CONCRETE W/WELDED WIRE FABRIC REM. 413.835.5950 „ SLOPED TO GARAGE DOORS TO DRAIN P.O.BOX 2943 =rip I 8 Amherst MA 01004 BASEMENT - OVER COMPACTED FILL AS REQUIRED Ism@ConsultingDesign.com BUILDING SECTIONS a Revision: 2 X 6 TREATED SILL PLATE, 1/2" DIA. ANCHOR BOLTS EMBEDDED 7" IN STEM WALL @ 16" O.C. DESIGN DRAWING �,. DATE:OCTOBER 24,2014 1 BUILDING SECTION AA I A4.3 SCALE: 1/4" = 1'-0" Sheet Number: � SHINGLE ROOFING TO MATCH ExYSUNG BUILDING U 13' - 0" ING AND PAINTED W O TO MATCH EXISTING BUILDING 0 10, - 0,> o REEL -J� ............. V c� BASEMENT LEVEL �n L _ 1 EXTERIOR ELEVATION - SOUTH • 4 A3.3 SCALE: 1/8" = 1'-0" � SHINGLE ROOFING TO MATCH EaHSZNG BUILDING Ewl Consulting SIDING AND P Design TO MATCH EXISTING BUILDING 413.835.5950 TJ P.O.BOX 2943 Amherst,MA 01004 =LL 10' - 0" lsm @ConsultingDesign.com EXTERIOR ELEVATIONS, NEW BUILDING Revision: BASEMENT LEVEL DESIGN DRAWING DATE:OCTOBER 24,2014 EXTERIOR ELEVATION - NORTH A33 A3.3 SCALE: 1/8" = 1'-0" Sheet Number: SHINGLE ROOFING TO MATCH EXISTING BUILDING U 13'- 0" EEml • � ® ® VINYL SIDING AND PAINTED WOOD TRIM TO MATCH EXISTING BUILDING f f O 10 - 0 ) IUJI U EGRESS WINDOWS BASEMENT LEVEL EXTERIOR ELEVATION - EAST • r--� A3.2 SCALE: 1/8" = 1'-0" a a o 13,— O„ SHINGLE ROOFING TO MATCH EXISTING BUILDING VINYL SIDING AND PAINTED WOOD TRIM TO MATCH EXISTING BUILDING C G n s D eI S l g n 413.835.5950 P.O.BOX 2943 e e Amherst,MA 01004 f ff UAuj Ism @Co nsultingDesign.com 10 — O EXTERIOR ELEVATIONS, NEW BUILDING GARAGES,CONCRETE SLAB ON GRADE Revision: BASEMENT LEVEL I DESIGN DRAWING -JII DATE:OCTOBER 24,2014 2 EXTERIOR ELEVATION - WEST A3 .2 A3.2 SCALE: 1/8" = 1'-0" sheet Number: ► V i � 19 ) - 0 II � o 0 i I CL. I o - - - I ® DN UNIT #3 g'- 1 0„ o 1 `n i � I - - - - ► GARAGE ► � DN 10 0 wa BA 3 CL. BAT 1 0 1 �s b e TJ i CL. i 1 4, — 7„ A 1 20, — 7,> t • "ONO I BAT 1 BA 3 A4.2 BEDROOM 1 A4.2 12, — 2„ ` u MASTER@ „ • rm- cd BEDROOM 4 I I L. 1 ► MUD c- OM GATT GE 19 ' - 6 36 I 1 I - - - - 36 0 I � � � I � I ► DN CL. --- - ( C o n s Deis g g n ( ► _ S� I _ > >> 413.835.5950 2 0' - 4" 14 - 3 ► © P.O.BOX 2943 Amherst,MA 01004 MASTER 1 i i KITCHEN Ism @ConsultingDesign.wm BEDROOM 3 LIVING C51c, UP DN G 14 — 3') J I I 12' - 6 FLOOR PLANS — — — Revision: DESIGN DRAWING A4.0 A4.0 DATE:OCTOBER 24,2014 2 SECOND FLOOR PLAN ` ^ 1 FIRST FLOOR PLAN A2 .2 A2.2 I SCALE: 1/8" = 1'-0" A2.2 SCALE: 1/8" = 1'-0" Sheet Number: 10' - 10ff 12'-0" 43'-2' 19'-0" 0 II II 12)-6)$ 13, 12„ 19,-0" II o 0 65 — 5 10 -01) 9'-10 V C v� �- 10'-1 " 9 —10" 10'-0' cc3 39,_2„ r!1 • o 100 , 4.2 QI 19 - 18,-0„ o �--� - - 36" .� \ � 14'_3„ � 6 Consulting \ O II 1 „\� Design 413.835.5950 12,-6)) 1 3 — 2 P.O.BOX 2943 \\ / / Amherst,MA 01004 ( lsm @ConsultingDesign.com SITE PLAN 20) - 5 \ 1 , — 6 ff 1 —SI Revision: 2 ALE. 1„ = 10'-0” _ — DESIGN DRAWING DATE:OCTOBER 24,2014 _ A1 .2 0 ' • \ w — - Sheet Number: 15' - 4" 24'- 2" 4 4 U 8 13' - 0" 0 LIGHT WELL FOR mA O EGRESS WINDOW - >> 36 "MIN . qe CITY OF NORTHAMPTON 'U' INS ATED AND I I c BUILDING DEPARTMENT CGONEDSPACE I I � These plans have been reviewed And approved, Q��r2�wKc �vo� , 8 g �-I Date 391 - 6 )) � SLAB ON GRADE AND FOUNDATION I I � � ,� 2 O WALL ABOVE AT GARAGES ^ ^ Signature ' I 8 " II • '� ( II a o � � Z / 20 1 10 Consulting J � — D e s i n 413.835.5950 8 - - >> Lj 6 P.O.BOX 2 Amherst,MA A 01004 Ism @ConsultingDesign.com I FLOOR PLAN ' 13> - 0" A0 8a 8 ( 8 Revision: DESIGN DRAWING DATE:OCTOBER 24,2014 1 BASEMENT FLOOR PLAN A2 .3 A2.3 SCALE: 1/8" = 1'-0" Sheet Number: 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. 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 sgft 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(D-northamptonma.gov Thank you for your cooperation on hese matters. u Miller City of Northampton Assistant Commissioner and Zoning Enforcement 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. 24. Floor joist systems that are not equal to 1 %" nominal dimension must be covered with %2" 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 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 6. Foundation anchor bolts must be%" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CIVIL)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 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 1St 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. City of Northampton Massachusetts rr, �,- DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building �,., � �» Northampton, MA 01060 ask t�ti�' INSPECTOR Richard Deno December 15, 2014 551 Florence Road Northampton, MA 01062 Subject Location: 51 Phillips Place Map Block: 32A-201 Mr. Deno, Your building permit application dated 11-2-14 and plans dated 10-24-14 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. Revised electronic plans showing the changes to#7 above and the elimination of the unit#1 garage bay. 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. 5. An air barrier(solid material sealed in place) 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 wall skins.Typically the sheathing and drywall. See air sealing checklist Table 402.4.2 as amended. 7. The 6" plain concrete wall separating the garage and house has 7'of unbalanced fill and requires#5 bars 46" O.C. per Table R404.1.2(8). 8. Fire separation must be continuous from foundation to roof deck and exterior sheathing to exterior sheathing. 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. 3 R11 Rll R13 R, 2ND FLOOR FRAMING PLAN R12 J5 Rj "�� in Floor Framg Nateria'_ P fi�6 ° G3 Type Qtv. Product Length h J2 1 ply R1 9 1" X 1' 7/8' R'MeOARD '-2' 0" 1 p O R' 2 v v 9'11.1/2" —3 l '•..-^.. .". Ioca1 leoytn: 73' s-1/z" m LL O R4 1 I" X 11 7/8" RIM 20 G ARG 54' 5" (J<v R5 2 iS'ID" R71 Jl 32 P. V Total lesyth: 83`"_1" RE l 11-]/8^ AJS 2G 46' D" 1 1 m N J1 30 36' D" "1 24' D" J3 32 16' D" 2. R1 R3 16 ° R9 2 J4 31 12' 0" R10 JS 4 0" G21 .:] 6 Total 1e gth: 2166' J J9 Ell 6 1" x'__-"]/8" RIM.eOARG '_2' 0" N 16" C R12 2 v v 9"1 1.2" CL �� R13 2 �,y -oral leng L.T: 99' Type Qty. ?roduct Length a,0. 2 1 1-3/4x=1-7/8 VERSA-:.AM,2.0 310 S' 0" >• 12 1 S' D" ., J9 ,�a n 1 e D^ L i G3 16" c h G4 2 .2' 0" 15 ; 6` 0" � G22 .:9 I t• o"" T Rl ...,.L 4' G" G11 1 R3 114 G17 O G10 R12 1 ply dl w�v ezG z 2a' u^ 21 2 7' D" R 1 G22 2 , 7' D" 1%= otal legL,: 332` D" G13 MI --- -- Header M erial ---- p1Y O 6n -....,... Type Qty. ?roducc Len9Lh 1 e7 2 1-3/4x1-7/8 VERSE.-:.AM.2.D 310 ea 2 e12Ril e1u.n Totat lenytn: av 0" HI ------- Hiscel.anco�.s Materials ------- 0 R7 TYPe Qcy. ?roduct -enyth R9 RS R13 R11 R11 L XXX (R/L) 11-7/8" AJS 20 5' 0' XXX (R/L) ,. 115' 0" T. Iota1 1—gth: 119' 0" L All prod,,[ names ara trademarks of their respective owners T NOTES rk Miles Inc. m se a � • W S .1 b—dily �Ea.a p oie P r.o,of o o,.a, HK M.le. �w Wes Hatfield€ $ s x' Ma n , 9 _ 4 1ST FLOOR FRAMING PLAN 42 10�4 0" v 23'10" 21 1 1 1 PF, 0, �ST FLOOR STRUCTUTRE D 2. _ 2^ `g'n a re Type pry. Proaucc J1 4 Snruce-Pine-Fir y' 2 12 �2 6 10 0" v v -3 �s 28 - L4 18 lz` c. --- - R2 .:5 2 S F>rz R3 J10 RXX (R/L) u Total leng t.h: 1]38' 1- S a" ---- Eeam e, Ledger Marer-al ------- A T6'pe pry. Protlncr. ..e ngrh 025 2 1-3/4.9-1/2—RSA LAY. 2.D 3100 9' 0" A 826 2 4' " _ B2] 2 2G'D G" 028 2 0' 0' _ H29 z 22' 0^ P30 2 v 22' U. D v Total length: 184' C" LJ G1 Sprvice-Pi r,e-Fir 42 2 x 1l 4' 0" C2 2 4' 0" G3 6' 0" G4 i v v .................... .......zoo ..._...... __.. — G6 2' D" ar c/ z 4' o• O, G9 Gb 2 4' C" 6' G1D 6` D" G11 6' 0" G12 2 2' G14 2 ll: 0" G15 14' G" ezE i a G16 1%` G18 2 G'9 G_D 2 jJ mn G2, 2 14' 0" j 1 G22 2 c23 2 G2, _ v 16' 0" H. °- to•�vc , - Total length. 432 0 T Type pry_ Protl"t Leng_h T x - X%X (R/L) spruce-Pane-Fir i2 2 x 12 x X (R/L) v v local length: 106' 0" All protluct ........ are trademark.^, of their respective owners m = m rk Miles Inc. "°TES: 01 M"111"51 N 21 West St. 0- "�ra,^rt v �o Lm West Hatfield Ma. � n r a i s Scab.116'=1' DU/DHU/DHUTF Drywall Hanger http://www.stron,-tie.com/products/connectors/DU-DHU-DHUTF.asp# 1 3/4 x 16 DU1.81/16 DHU1.81/16 DHU1.81/16TF 1 13/16 15 15/16 2 x 9 1/2 DU2.1/9.5 DHU2.1/9.5 DHU2.1/9.5TF 2 1/8 9 7/16 2 x 1 7/8 DU2.1/11.88 DHU2.1/11.88 DHU2.1/11.88TF 2 1/8 11 13/16 2 x 14 DU2.1/14 DHU2.1/14 DHU2.1/14TF 2 1/8 1315/16 2 x 16 DU2.1/16 DHU2.1/16 DHU2.1/16TF 21/8 1515/16 2 1/16 x 9 1/2 DU2.1/9.5 DHU2.1/9.5 DHU2.1/9.5TF 21/8 97/16 2 1/16 x 11 7/8 DU2.1/11.88 DHU2.1/11.88 DHU2.1/11.88TF 21/8 11 13/16 2 1/16 x 14 DU2.1/14 DHU2.1/14 DHU2.1/14TF 2 1/8 1315/161 2 1/16 x 16 DU2.1/16 DHU2.1/16 DHU2.1/16TF 2 1/8 1515/16 2 5/16 x 9 1/2 DU2.37/9.5 DHU2.37/9.5 DHU2.37/9.5TF 23/8 97/16 2 5/16 x 11 7/8 DU2.37/11.88 DHU2.37/11.88 DHU2.37/11.88TF 23/8 11 13/16 2 5/16 x 14 DU2.37/14 DHU2.37/14 DHU2.37/14TF 23/8 1315/16 2 5/16 x 16 DU2.37/16 DHU2.37/16 DHU2.37/16TF 23/8 1515/16 2 5/16 x 18 - DHU2.37/18 DHU2.37/18TF 23/8 1715/16 2 5/16 x 20 - DHU2.37/20 DHU2.37/20TF 23/8 1915/16 2 1/2 x 9 1/2 - DHU2.56/9.5 DHU2.56/9.5TF 29/16 97/16 2 1/2 x 11 7/8 - DHU2.56/11.88 DHU2.56/11.88TF 29/16 11 13/16 2 112 x 14 - DHU2.56/14 DHU2.56/14TF 29/16 1315/16 2 1/2 x 16 - DHU2.56/16 DHU2.56/16TF 29/16 1515/16 2 1/2 x 18 - DHU2.56/18 DHU2.56/18TF 29/16 17 15/16 2 1/2 x 20 - DHU2.56/20 DHU2.56/20TF 29/16 1915/16 3 1/2 x 9 1/2 - DHU3.56/9.5 DHU3.56/9.5TF 39/16 9 7/16 3 1/2 x 11 7/8 - DHU3.56/11.88 DHU3.56/11.88TF 39/16 11 13/16 3 1/2 x 14 - DHU3.56/14 DHU3.56/14TF 39/16 13 15/16 3 1/2 x 16 - DHU3.56/16 DHU3.56/16TF 39/16 1515/16 3 1/2 x 18 - DHU3.56/18 DHU3.56/18TF 39/16 1715/16 3 1/2 x 20 - DHU3.56/20 DHU3.56/20TF 39/16 1915/16 3 1/2 x 22 - DHU3.56/22 DHU3.56/22TF 39/16 21 15/16 3 1/2 x 24 - DHU3.56/24 DHU3.56/24TF 39/16 1 2315/161 Code Reports (PDFs): IAPMO UES ICC-ES CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES ER ESR NER DHU No code listing.Please contact us for test data. DHU1.81/11.88 No code listing.Please contact us for test data. DHU1.81/11.88TF No code listing.Please contact us for test data. DHU1.81/14 No code listing.Please contact us for test data. DHU1.81/14TF No code listing.Please contact us for test data. 4 of 10 12/10/2014 11:04 AM DU/DHU/DHUTF Drywall Hanger http://www.strongtie.com/products/connectors/DU-DHU-DHUTF.asp# Allowable Dads Allowable Dads Model Condition (lbs.) (lbs.) Uplift Down Uplift Dorn (16OP-4 J1 00)Z (160)3.1 (100)2 Over 0) layer"a" 95 1110 170 aCl drywall Over (2)layers`V 95 1111; 170 880 dry4,aI DU Im-skied over(2) layers; `dry-wall 95 1075 110 880 �rtlill�nl�lrn 2�i�'all;8 I Over(1)layer structural sheathing and 95 111" 170 880 I (2)layers�, k drywall i owr(1)layer dryolall Over(2)layers`�'` 159T 170 13955 dry°�a11 DHU Two-sided over(2) Dhi 1TF layers�-V drf all 95 _ 12W 170 1r?aj5 (nlitlirnur 2x6'.%,all) i I Over(1)layer structural sh thing and 95 1975 1 TO 1661 (2)layers dry alt 1. Loads assume 5B" type X drywall attached per IBC. Wall assembly must consist of minimum two 2x4 plate members with studs spaced not more than 16" o.c. For alternate solutions to mounting over single layer of drywall, refer to the technical bulletin T-C-TFWALLI3. 2. Hangers spaced closer than 16" o.c. shall reduce capacity proportionately. 3.Triangle nail holes may be filled with(4)additional 10d x 1 1/2" to achieve an Allowable Uplift Load of 750 lbs. 4. DF carried members with minimum 1 1/2" x 2 1/2" solid sawn chord dimension may increase Allowable Uplift Load to 170 lbs. 5. Allowable downloads may be increased to 1885 for DF/SP and 1585 for SPF/HF using the DHU3.56/24 or DHUTF3.56/24 models Model Table: Face Mount Top Flange Joist Size Dimensions (in.) DU Models DHU Models DHUTF Models W H 2x10 DU210 DHU210 DHU21OTF 19/16 91/8 2x12 DU212 DHU212 DHU212TF 19/16 111/8 1 3/4 x 9 1/2 DU1.81/9.5 DHU1.81/9.5 DHU1.81/9.5TF 1 13/16 97/16 1 3/4 x 11 7/8 DU1.81/11.88 DHU1.81/11.88 DHU1.81/11.88TF 1 13/16 11 13/16 1 3/4 x 14 DU1.81/14 DHU1.81/14 DHU1.81/14TF 1 13/16 13 15/16 3 of 10 12/10/2014 11:04 AM DU/DHU/DHUTF Drywall Hanger http://www.stron,-tie.com/products/connectors/DU-DHU-DHUTF.asp# DHUTF DHU Typical Instal (Patent Pending) (DU similar) Showing DHI, (Patent Pending) Concealed F Option(at I and a DHU St, Installatic i Two-Sided Installation Typical Installation Over(2)Layers of over(2)Layers of Drywall Drywall Fastener Table: Fasteners Model Gauge Joist l=ace _ Top OU 14 2 (2) 10 id x 1 ':�" _ (4)SOS 3 5" DHU 12 2.5 2) 1O x 114" (.T)SOS 'A'x T _....... _ ._ m.__._ __ r .. . _ DHUTF 12 2.5 (2)1Od x 1V 4 SD !!W x - 'b)1 O x_1 0.m . Load Table: See code report listings below 2 of 10 12/10/2014 11:04 AM DU/DHU/DHUTF Drywall Hanger http://www.stron,-tie.com/products/connectors/DU-DHU-DHUTF.asp# DU/DHU/DHUTF Drywall Hanger The new DU/DHU face-mount and the DHUTF top-mount hangers are designed to carry joist floor loads to a wood stud wall through two layers of 5/8" gypsum board (drywall). These hangers install after the drywall is in place. The hangers come in sizes that accommodate most joists used in multi-family construction including 1-joists and trusses. Material: DU-14 gauge; DHU and DHUTF-12 gauge Finish: Galvanized Installation: • Drywall is installed first. • DU and DHU are mounted with top of hanger flush with top of wall and tight to the drywall. • Wall top plates must be restrained to prevent rotation. Use an SSP stud plate tie connector at the back of each stud or provide equivalent restraint by another method as determined by Designer. • Upper plate splices must occur at a stud location. Option: The DHU may be ordered with one flange concealed for widths at least 2 1/2" wide; specify which flange when ordering. Use 74% of the table loads. Gallery: roll over images below to see larger image 1 of 10 12/10/2014 11:04 AM Page 3 ODk. Y�G(Jk A`DI�e1U�1YfIG� r r � � t r r r t �eur Vfall CUL�U�05� �a•��1��des •� f LAPLAN REVIEW FILES\Memoranda\Interpretive Memorandums\DRAFT Combustible Structual Members Penetrating Fire Barrier Wall Assemblies.doc Page 2 resistance rating of not less than that required for the fire barrier wall and shall prevent the passage of flame and hot gases. This office observes that the roof or floor deck wall termination points may be combustible. Chapter 6 of NFPA 221 provides requirements for fire resistant wall assembly penetrations by pipes, raceway, cables, heating, ventilating and air conditioning systems, piping or duct- work for high hazard materials. That section does not address structural members penetrating fire resistant walls. The USDA Wood Handbook provides empirical equations for various wood species' charring rates. Based on those calculations, this office determines that a nominal 2" southern pine member will char lengthwise at a rate of 3.66 inches per hour. This office often refers to the Standard Building Code for guidance. Standard Building Code, Section 709.6.3.4 states, "Where minimum 1-hour fire resistance is required, connectors and fasteners shall be protected from fire exposure by 1%s inches (38mm) of wood, or other approved covering for a one-hour rating." The annular space formed by the penetrating member at the fire barrier wall and the sealant used is a consideration. Any sealant used must be capable of adhering to both the wall and penetrating structural member. The structural wood member's degree of deflection would also be required to match the sealant's dynamic or static characteristics. After a review of the information provided, this office determines that solid structural wood members penetrating fire resistant fire barriers will be evaluated on a case-by-case basis for acceptance in providing one-hour fire resistance fire barrier walls by using the following criteria: 1. Solid wood members must have a minimum 1'/2 inch cross section and walls must be a minimum four inch thickness. 2. The sealant manufacturer's engineering judgement stating the maximum allowed annular space and compatible adherence characteristics shall be required. 3. The building designer or owner shall document the sealant suitability for the dynamic or static condition anticipated. This determination is based on the judgement that a minimum 1%thick structural wood member will char or burn at a rate comparable to or.even slower than wood flooring or roofing material. The life safety objectives specified by NFPA 101:4.2 are not compromised by such installations. r This memo does not apply to fire walls which are required to be independently structurally stable during a fire event. �I Og LOS DEPARTMENT OF PUBLIC SAFETY AND CORRECTIONS Public Safety Services M. J. "MIKE FOSTER, JR. V J. BELLA GOVERNOR STATE FIRE MARSHAL INTERPRETIVE MEMORANDUM 2002- 13 To: Licensed Architects Licensed Engineers Licensed Sprinkler Contractors Licensed Fire Alarm Contractors Licensed Fire Suppression Contractors Felicia Cooper, Deputy State Fire Marshal Administrator Stephen Gogreve, Manager of Inspections/Arson Pat Day-Rainey, Supervisor of Health Care Inspections Marc Reech, Executive Staff Officer Plan Review Staff From: Jean Carter,Architect Supervisor Fidel Fremin,Architect Supervisor Henry Reed, Architect Supervisor Cindy Obier,Architect Supervisor Don Zeringue, Chief Architect Approved by: Mark Gates, Deputy Assistant Secretary Date: July 29, 2002 Re: Combustible Structural Members Penetrating Fire Barrier Wall Assemblies This memo addresses solid structural wood members such as rafters, floor joists and trusses penetrating fire rated wall assemblies having wood framed walls and gypsum board finishes. Typical conditions are illustrated by the exhibits attached. The Life Safety Code requires fire barriers and other life safety features to fulfill the objectives outlined by NFPA 101:4.2. NFPA 101:4.2 states that a structure shall be designed, constructed, and maintained to protect occupants who are not intimate with the initial fire development for the time needed to evacuate, relocate or defend in place. Structural integrity shall be maintained for the time needed to evacuate, relocate, or defend in place those occupants who are not intimate with the initial fire development NFPA 221:3.2 states that a fire barrier wall shall extend from the foundation or floor below to the underside of the roof or floor deck above. Any voids or gaps created by the meeting of the wall and floor below and the underside of the roof or floor deck above shall be filled with an approved material with a fire resistance rating at least equal to that of the fire barrier. Exception:The fire barrier wall shall be permitted to terminate at the underside of an individually protected structural member in the same plane. The structural member shall have a fire Is Yours Working"?? Smoke Detectors Save Lives !! OFFICE OF THE STATE FIRE MARSHAL 5150 FLORIDA BOULEVARD, BATON ROUGE, LA 70806 (504) 925-4911 1-800-256-5452 ~� Louis Hasbrouck <Iasbrouck @northamptonma.gov> Re: Root Pruning at 51 Phillips Place Louis Hasbrouck <Hasbrouck @northamptonma.gov> Mon, Nov 24, 2014 at 5:16 PM To: kwedemeyer @comcast.net Cc: Linda Muede <Ism @consultingdesign.com>, Carolyn Misch <cmisch @northamptonma.gov> Thanks, Kevin. Louis Hasbrouck Building Commissioner City of Northampton Town of Williamsburg (413) 587-1240 office (413) 587-1272 fax On Mon, Nov 24, 2014 at 4:05 PM, <kwedemeyer @com cast.net> wrote: Mr. Hasbrouck, On November 20, 2014 our crew from C.L. Frank & Company worked at 51 Phillips Place, Northampton, MA as contracted by Linda Muerle. The crew air excavated a trench where the proposed excavation for the foundation will take place and pruned the exposed roots of the trees to limit the damage to the trees on the neighboring property and to promote proper healing and/or resprout of the cut roots. The trenches were then backfilled to prevent drying of the roots. Please feel free to contact me if you have any questions. Thanks, Kevin Wedemeyer C.L. Frank & Company 50 Cooke Avenue Northampton MA 01060 (413)584-9417 www.clfrankandco.com Planning - Decision City of Northampton Hearing No.: PLN-2015-0009 Date: October 16, 2014 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 the date shown above. I certify that a copy of this decision has been mailed to the Owner and Applicant. Notice of Appeal An appeal from the decision of the Planning Board may be made by any person aggrieved pursuant to MGL Chapt.40A,Section 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 of the City of Northampton. November 6, 2014 I, Wendy Mazza, City Clerk of the City of Northampton, hereby certify that the above Decision of the Northampton Planning Board was filed in the Office of the City Clerk on October 16, 2014, that twenty days have elapsed since such filing and that no appeal has been file in this matter. w City Clerk City of Northampton r ATTEST: H1A=SH!REE, f !' % :`<: ''.t' , REGISTER, IIJtAli �LBEIi.i�ii�yls GeoTMS®2014 Des Lauriers Municipal Solutions,Inc. Planning -Decision City of Northampton Hearing No.: PLN-2015-0009 Date: October 16, 2014 water drainage,sound and sight buffers and preservation of views,light,and air,. The trees in the rear will be protected during construction and a site impervious fence of a minimum of 3'high will be installed along the rear property boundary and around the southeast corner to prevent snow storage from encroaching on surrounding properties and to prevent car headlights from shining on abutting parcels. B. The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets.If applicable, this shall include considering the location of driveway openings in relation to traffic and adjacent streets,cross- access easements to abutting parcels,access by public safety vehicles,the arrangement of parking and loading spaces,connections to existing transit or likely future transit routes,and provisions for persons with disabilities. The existing driveway will be used to serve the existing unit and the new structure;On site parking will be accommodated for all units.and: (2)The project,including any concurrent road improvements, will not decrease the level of service(LOS)of all area City and state roads or intersections affected by the project below the existing conditions when the project is proposed and shall consider the incremental nature of development and cumulative impacts on the LOS. The project applicant will make in-lieu-of payments to fund a project's proportional share of necessary improvements to mitigate off-site traffic impacts. In accordance with the zoning,the renovation of the existing units are exempt from mitigation for off site traffic impacts. Total mitigation will be for the new units to be constructed at$1,000 per unit in a one time mitigation payment. 3)Access by nonmotorized means must be accommodated with facilities such as bike racks,sidewalk connections from the building to the street,cycle tracks,and bike paths that are clearly delineated through materials and/or markings to distinguish the vehicular route from the no vehicular route. C. The site will function harmoniously in relation to other structures and open spaces to the natural landscape,existing buildings and other community assets in the area as it relates to landscaping, drainage,sight lines, building orientation, massing,egress, and setbacks. Rear and/or side wall facades within 50 feet of a completed or planned section of a cycle track or bike path shall have features that invite pedestrian access from that side of the building;and D. 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.The construction materials and methods for water lines,sanitary sewers,storm sewers, fire protection,sidewalks,private roads,and other infrastructure shall be those set forth in the Northampton Subdivision Regulations[l](even for projects that are not part of a subdivision) unless the Planning Board finds that a different standard is more appropriate. E. The requested use meets any special regulations set forth in this chapter. The design standards for the URC district. F. Compliance with the following technical performance standards: (1)Curb cuts onto streets have been minimized. (2)Pedestrian,bicycle and vehicular traffic movement on site are combined as this is a short,narrow residential driveway leading to garages under the structures. COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 911812014 101212014 1012312014 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 912512014 1011712014 101912014 1012312014 111512014 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 912512014 101912014 101912014 10/16/2014 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 101212014 9:00 PM 11712015 1/7/2015 MEMBERS PRESENT: VOTE: Theresa(Tess)Poe votes to Grant William Grinnell votes to Grant Alan Verson votes to Grant Dan Felten votes to Grant John Lutz votes to Grant Karla Youngblood votes to Grant Debin Bruce votes to Grant Ann DeWitt Brooks votes to Grant Mark Sullivan votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: Alan Verson Ann Deftt Brooks 9 Approved with Conditions MINUTES OF MEETING: Available on the city website: www.northamptonma.gov/1087 1Planning-Board GeoTMS®2014 Des Lauriers Municipal Solutions, Inc. ►►iii►i►►i►iiii►►►i►►i►i►ii►iiii►►►iiii►ii►i►►i i► Planning - Decision City of Northampton 2014 00021317 Bk: 11801 Pg:221 Page: 1 of 3 Hearing No.: PLN-2015-0009 Date: October 16, 2014 Recorded: 11/14/2014 01:16 PM APPLICATION TYPE: SUBMISSION DATE: PB Intermediate Site Plan 811312014 Applicant's Name: Owner's Name: NAME: NAME: Linda Muerle PHILLIPS PLACE LLC ADDRESS: ADDRESS: PO Box 2943 51 PHILLIPS PLACE TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: AMHER5T MA 01004 NORTHAMPTON MA 01060 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413)835-5950 0 EMAIL ADDRESS: EMAIL ADDRESS. Site Information: Surveyor's Name: STREET NO.: SITE ZONING: COMPANY NAME: 51 PHILLIPS PL URC(100)1 TOWN: ACTION TAKEN: ADDRESS: NORTHAMPTON MA 01060 Approved With Conditions MAP: BLOCK LOT: MAP DATE: SECTION OF BYLAW: 32A 201 001 Chpt. 350-11:Site Plan Approval TOWN: STATE: ZIP CODE: Book Page: 1491 402 PHONE NO.: FAX NO.: EMAIL ADDRESS: NATURE OF PROPOSED WORK Add a 2-unit structure for a total of 4 units with garages and surface parking. HARDSHIP: CONDITION OF APPROVAL: 1) Prior to issuance of a building permit,the applicant shall notify Office of Planning&Sustainability and arrange a site meeting with staff and the surveyor on site to stake the property pins as well as the building corners. Building corners shall be located so that no portion of the building fagade shall extend beyond the 10'setbacks. 2)Prior to issuance of a building permit, the impervious area of driveway from neighbors property shall be eliminated from the subject parcel. 3)Prior to issuance of a building permit,the applicant with onsite consultation with the arborist shall __ .- __ _ install,tree protection fencing as recommended by the arborist along the rear property boundary. Trenching and other measures recommended by the arborist shall be completed prior to issuance of building permit. Tree protection shall also be installed to protect the city street trees. 4)Prior to issuance of the first certificate of occupancy and in order to minimally address the impact C df 2 additional residential units and corresponding vehicular trips,a one-time payment of$1,000 per unit fora total of$2,000 shall be made to the City of Northampton in lieu of providing mitigation within the surrounding neighborhood network. I } 5)A sight impervious fence(at least Yin height)shall be installed along rear lot line and to wrap -'around the southeast corner of property. The fence should continue to a point on the eastern edge of -- - ——— the lot that is at feast parallel to the rear corner of the existing 2 unit structure. 6)Snow shall be cleared at all times to ensure that the 3 parking spaces in the rear are accessible year round. FINDINGS: The Planning Board granted the Site Plan for the addition of a second structure of more than 2,000 square feet on a lot based upon the following information that was submitted with the application. Site Plans A1.1 dated Aug 11,2014 with plan notations showing a 12'side setback on the west and 10'setback on the front with a 5' setback to the front steps. Elevation Plan sheets A2.3 and A3.3. Letter to staff dated Aug 28,2014 addressing staff comments. In approving the plan,the Board found: A. The requested use protects adjoining premises against seriously detrimental uses.If applicable,this shall include provision for surface GeoTMS®2014 Des Lauriers Municipal Solutions, Inc. File#MP-2015-0010 O �( APPLICANT/CONTACT PERSON MUERLE LINDA ADDRESS/PHONE P O BOX 2943 (413)253-0080 PROPERTY LOCATION 51 PHILLIPS PL MAP 32A PARCEL 201 001 ZONE URC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: <3 PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction:_ZPA-ADD BLDG W/2 RESIDENTIAL UNITS&GARAGES New Construction Non Structural interior renovations Addition to Existiruz Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF 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 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 ,,/ 1 111?1�11�4 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 the Office of Planning&Development for more information. MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton, MA 01060 587-1 097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 51 Phillips Place Inquiry Made By: Linda Muerle 835-5950 Date of Inquiry: 11/14/14 Number of Type of Single Family Type of Private Units: 2 Unit Ownership:�s :) Apart. Comm. P: Condo X Multi-family X Rental (Annlicant to fill nut the ahave) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: No: X Size of Water Main: 6" Material: Cast Iron Age: 1928 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 115 PSI If done attach results Size of Service Connection 1" Suggested Meter Size: 5/8"— 1 meter for each condo unit—2 Total Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. Master deed must have language regarding common ownership of water service. Meters to be manifolded in common area as close as possible to where service enters building. • 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 acerha conform to Northampton Water Department specifications. y 'rfeg .Nuttelman, Superintendent of Water Dept. Water Entry$ 200 Meter$ 200 Radio $200 cc: Ned Huntley, Director Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. ��<�t�.r,1I7��1�c�,tE�E €. ic,�• ��a21�1�1 Eiiy.z.�� 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: 51 Phillips Place Inquiry Made By: Linda Muerle 413-835-5950 Date of Inquiry: 11/14114 Reason for Request: Hook into City Sewer New Condo Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5'/Z deep Yes j� No Size of Sewer Main: Material: < LA y Age: / q 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: Uj W g 7t) !U, '%o oolG A�p 2 Sr-'6 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. — k L A1,Lv John Hall Sewer Department cc: Ned Huntley, Director DPW (� Louis Hasbrouck, Building Commissioner o0 within the trench to limit the extent of construction damage, promote proper healing and to encourage new root development. The Sugar Maple, near the right rear corner of your grounds, and the Catalpa along the right side of the grounds, will also be cared for to limit damage. A trench will be air excavated along the edge of construction and any roots found properly pruned. The Norway Maple, between the Sugar Maple and the Catalpa, is in decline, is an invasive species, and is competing with the more desirable trees for available light and space. It should be considered for removal in the future. The unaffected root zone areas surrounding the protected trees, should have access restricted from construction equipment and vehicle access, and staging of materials and debris. Please feel free to contact me if you have any questions, additional Tree Care concerns, or if we can be of service. Sincerely, Kevin Wedemeyer ISA Certified Arborist # NE 1048A TCIA Certified TreeCare Safety Professional # 00058 MASS Certified Arborist # 2288 KW:cb Enclosures C. L. Frank& Company is an Accredited BBB Member (wwtiv.bbb.org) .30Ceolre_venue, C.11. FRANK & COMPANY uct�a.clfiucakandco.ont Northampton,11assarhvsettx 07060 Tree dire from the ground up 4IS.?84-9117 400 640-W] ` r.... w f `. September 18, 2014 j. ,a NOV 1 9 2014 � J- Elect(IC, Fi r,uin &Gas Ins—^peciions Ms. Linda Muerle ,,;- ;�, 0 Amherst, MA 01002 Ism(:a]consultingdesi ng com Dear Ms. Muerle: It was a pleasure to meet with you the other day. Thank you for your interest in C. L. Frank & Company. C. L. Frank & Company was the first company in Massachusetts, the second company in the United States, and is the only company in the Pioneer Valley Accredited by the Tree Care Industry Association (#MA-001). As requested, I have evaluated your Tree Care concerns located at 51 Phillips Place, Northampton, MA and have the following recommendations and proposal. The trees, on your property and the neighboring properties, will be impacted during construction. Proper pre-construction care can limit damage to the trees root systems and canopy thereby reducing the impact during and after construction. The multi-stemmed tree, between the existing multi-family home and the proposed new building, is likely to be severely impacted during construction. I am recommending that it be removed. The Blue Spruce, near the rear of the property, should also be removed. The tree has lost its aesthetic appeal and will likely be severely impacted during construction, increasing its susceptibility to wind throw. The three Norway Maples, on the neighboring property to the rear of you, will benefit from pre-construction procedures to help limit the damage to their root system and canopy. A trench will be air excavated along the edge of the proposed excavation to remove the soil without damaging the roots. The roots will then be properly pruned Tree Jtanagement v_WwWcnance • Selection -Yl:antang of Trees&Shy-O)s • _lrborirultural Consultation First compaa?t in Ma.csarhusetts accredited br the Tree Care Induslry dssocialion •y _,.� CITY OF NORTHAMPTON,MASSACHUSETTS r DEPARTMENT OF PUBLIC WORKS — Z - 125 Locust Street Trench Permit Number: Northampton,MA(I6Q, ' \ 7 �� Approved: /I 413-587-1570 , Fax 413-587-15761 ' 'sed Expiration Date: / f NOV 1 92014 U L E J (for City Use Only) � Electrc, F'n.! [nx3&Gas, In=pections /,�,, EXCAVATION/TI�E NCjIdT%�FIiJI' F7 'l�t N REQUEST v I l Pursuant to G.L. c. 82A and 520 CMR 14.00 et seq. (as amended) This permit extension request must be fully completed prior to consideration. Submit completed to Northampton Department of Public Works, 125 Locust Street,Northampton,MA 01060. This permit extension is issued under the provisions of M.G.L. c. 82A, 520 CMR 14.00 and applicable sections of the Revised Ordinances of the City of Northampton, including,but not limited to, Section 285-21. It is subject to all the same requirements and regulations that are required in the original permit and as amended as conditions of this permit extension. By signing this form,the applicant acknowledges that he/she has read and understands all the information set forth in and referenced within this application package and that they agree to comply in all respects with the requirements therein. Issued Trench Permit Number Address : P-41 L I, Name of Applicant Primary`` hone# Street Address Emergency Phone# SS( Pl+ W( City/Town State Zip E ail [trVtbe'51q/K .(W r Explanation of reason for request for permit extension. Projected Comp etion ate: Dig Safe# App is S pl J Date: For City Use--Do not write in this section Conditions of Approval: F] If applicable(See Attached) Permit Approv Director of Public Works Pg.1/1,Excavation/Trench Permit Extension Request Carolyn Misch, AICPA,A A AA Senior Land Use Planner/Permits Manager City of Northampton Office of Planning& Sustainability 210 Main St, Room 11 Northampton, MAA,A 01060 AA 413-587-1287 cmisch @northamptonma.gov www.northamptonma.go%dplan A ; a � A AA ----Forwarded message--- From: David Veleta <d\/eleta@nort ham ptonma.gov> Date: Fri, Sep 26, 2014 at 3:36 PM Subject: DPW Project Re\iews To: Carolyn Misch <cmisch @northamptonma.gov> Hi Carolyn, Attached are reviews for: • 194 North Street • 51 Phillips Place David (City of Northampton E-mail is a public record except when it falls under one of the specific statutory exemptions.) (City of Northampton E-mail is a public record except when it falls under one of the specific statutory exemptions.) (City of Northampton E-mail is a public record except when it falls under one of the specific statutory exemptions.) 1 add trick Kills diabetes 100°..'o scientifically-proven way to control blood sugar in 3 short weeks F g htYou rD iabetesToday.com (City of Northampton E-mail is a public record except when it falls under one of the specific statutory exemptions.) 1 Odd trick Kills diabetes 100x4 scientifically-proven wayto control blood sugar in 3 short weeks Fi htYourDiabetesToday.com (City of Northampton E-mail is a public record except when it falls under one of the specific A On Tue, Oct 14, 2014 at 9:23 AM, Linda Muede<cons ulti ngdes ign@netzero.net>wrote: Also seem to remember hearing something during the planning board meeting about the city surveyor locating points of the new building.A If this is correct who do I contact?A If not, I'd like to get Heritage Surveying lined up to do it. Thanks, Linda Sent from my iPad On Oct 9, 2014, at 9:10 PM, Carolyn Misch <cmisch @northamptonma.gov>wrote: Could you please email me your presentation so that I can post in on our online files. Thank you Carolyn Misch, AICPA A Senior Land Use Planner/Permits Manager City of Northampton Office of Planning& Sustainability 210 Main St, Room 11 Northampton, MAA 01060 A 413-587-1287 cmisch @northamptonma.gov www.northamptonma.gov/plan A On Thu, Oct 9, 2014 at 2:51 PM, Ism @ConsultingDesign.com <cons ulti ngdes ign@netzero.com>wrote: Carolyn, A Will there be a projector with cords available in the meeting room tonight?A I'll be bringing a power point presentation on a laptop. A Thanks, Linda A ----Original Message---- From: Carolyn Misch<cmisch @northamptonma.gov> To: Linda Muede<consultingdesign@netzero,net> Subject: Fwd: DPW Project Reviews Date: Mon, 29 Sep 2014 12:13:51 -0400 See DPW comments attached. A you;11 get a copy of that with the appeal deadline shown.A I will likely get the decision to the clerks by the end of this week. If you need to meet, I am available Monday 11-1 window.A I am booked Wed, Thurs and Friday Carolyn Misch, AICPA A Senior Land Use Planner/Permits Manager City of Northampton Office of Planning& Sustainability 210 Main St, Room 11 Northampton, MAA 01060 A 413-587-1287 cmisch @northamptonma.gov www.northamptonma.gov/plan • s.. Alv A On Thu, Oct 16, 2014 at 9:34 AM, Linda Muerle<cons ulti ngdesign@netzerc.net>wrote: Carolyn, Could we set up a time to meet to discuss the Phillips Place project?A There are a couple of questions which require answers. I'm revising the building footprint to be slightly smaller because it will likely have a full basement rather than crawl space.A The basement would solve several technical problems, add value and simplify construction somewhat under the new code; making it smaller will help offset the additional cost.A Massing will remain substantially the same, as will elevations, location of garages, etc.A Several windows may change size and shape.A What will you require regarding the planning approval for these changes other than a re-calculation of site coverage; anything else? I also intend to re-calculate site coverage including the portion of the neighbors drive which is on our site.A If we are within the required site coverage allowed please confirm this will meet planning board conditions. You mentioned a while ago that there is 20 day waiting period after approval; am I correct in assuming we are in this period now and that it ends Thursday, November 6. 1 am available next Mon or Thurs all day, or Wed afternoon, please advise what works for you. Sincerely, Linda S. Muerle Sent from my iPad On Oct 14, 2014, at 11:11 AM, Carolyn Misch <cmisch @northamptonma.gov>wrote: No city sureyor.A I would meet you on site with your sureyor. Carolyn Misch, AICPA A Senior Land Use Planner/Permits Manager City of Northampton Office of Planning& Sustainability 210 Main St, Room 11 Northampton, MAA 01060 A 413-587-1287 cmisch @northamptonma.gov www.northamptonma.gov/plan Other conditions on the planning approval were issued in order to preserve trees on and near the property. Excavating now while trees are in a dormant phase is far superior to waiting until spring when they begin to bloom and grow again. Sincerely, Linda S. Muerle Sent from my iPhone On Oct 16, 2014, at 3:48 PM, Carolyn Misch <cmisch @northamptonma.gov> wrote: There would be no pre condition of asphalt removal for construction. The condition was to work with the abutter before you start construction. The decision was delivered to the clerk today. The appeal period ends Nov 5 so you can pick up the decision from the Clerk to record on Nov 6. Carolyn Misch, AICP Senior Land Use Planner/Permits Manager City of Northampton Office of Planning&Sustainability 210 Main St, Room 11 Northampton, MA 01060 413-587-1287 cmisch @northamptonma.gov www.northamptonma.gov/plan • t �.,, On Thu, Oct 16, 2014 at 3:24 PM, Ism @ConsultingDesign.com <consultingdesign@netzero,com> wrote: Carolyn, Thanks for the information, that all makes sense. FYI, the driveway will not remain on the property, it will be gone by the time the project is complete. My concern was with the board's discussion about requiring it's removal before construction on the building started? Time is very much of the essence here. We did not realize the 20 day wait period had not yet started. What can we do to move things along more quickly? I believe we did include an envelope to receive the decision. Thanks, Linda ----Original Message---- From: Carolyn Misch <cmisch @northamptonma.gov> To: Linda Muere<consultingdesign @netzero.net> Subject: Re: Phillips Place Project Date: Thu, 16 Oct 2014 11:24:16-0400 Linda- Generally minor modifications that you suggest would not require Planning Board review.A Crawl space to basement has no bearing on the project and modification for windows is also not substantial (unless you were to eliminate windows on one entire facade). So long as you are meeting the open space requirements in the zoning your modification would be fine.A I don't think that keeping the driveway on the property was approved since your plans did not show that.A So in the least the portion of the bituminous that crosses the property should be eliminated as shown. The 20 day appeal period begins once the decision is given to the clerk.A If you provided a self addressed envelope, �-,-ri . , Louis Hasbrouck<Iasbrouck @northamptonma.gov> Re: Phillips Place Project 1 message Carolyn Misch<cmisch @northamptonma.gov> Mon, Nov 17, 2014 at 1:49 PM To: Linda Muerle<cons ulti ngdesign@netzero.net> Cc: Louis Hasbrouck <Iasbrouck @northamptonma.gov> Linda- I have discussed an alternative timing for the pavement issue that is related to the encroachment of the abutter's driveway on your property. You may proceed to excavate the foundation for the building without removing the paved portion on your property. We can alter the timing of the requirement in condition#2 to certificate of occupancy. Thus you will have the opportunity to flesh out any issues with the trespass between now and PRIOR to CO. Again, the issue is that you showed a plan that had landscaping in this area. That was the plan approved. There are any number of ways you can proceed with this: 1. Restore your property to the natural state that was shown in your site plan by negotiating with the abutter. I can't imagine that the abutter would have a problem with a resurfaced edge of a driveway on his own property so long as it doesn't eliminate its use. 2. Return to the planning board for an amendment showing the existing conditions will remain and with a recalculation of open space showing compliance with the open space numbers. As I mentioned in my voicemail, the stormwater utility fee for each property is based upon the total impervious surface for each parcel. If the abutter's driveway remains on your property, that will presumably be part of your fee owed. As far as condition 3, goes, you will need tree protection in place prior to issuance of a building permit. If you are asking about moving the air excavation portion of the condition until spring, that may be an appropriate modification. The air excavation was for the purposes of creating the parking spaces in the rear. If you are not going to excavate for that yet, then there would be no need to do that until the time you are doing the parking. If this is the case, I would ask that the tree protection fence be moved closer to the structure so that no excavation for the parking pad can be done until the assessment by the arborist as noted in his report. Carolyn Misch, AICP Senior Land Use Planner/Permits Manager City of Northampton Office of Planning& Sustainability 210 Main St, Room 11 Northampton, MA 01060 413-587-1287 cmisch@northamptonma.gov \N-ww.northamptonma.gov/plan On Mon, Nov 17, 2014 at 10:38 AM, Linda Muere<consultingdesign @netzero.net>wrote: Carolyn, I received your voicemail this morning regarding my questions and concerns of planning approval conditions relating to the neighbors driveway paving encroachment. Please call to discuss at your earliest convenience. The two conditions required by you and the planning board have already elicited an initially negative response from the neighbor. Our goal is to find a way to limit further negative actions by clearly understanding why the board placed these two conditions on the project approval, under what authority it was done and what options we can come up with together that would allow negotiation of a compromise. If the situation is forced by removing the paving this week, litigation would likely be one of the consequences. It is critical that we move forward and obtain a building permit to start excavation and foundation work in the very little time remaining with weather conditions allowing us to do so. We intend to start work early this week. If there is no other option available to satisfy, delay or remove condition#3 of the planning approval, the neighbors paving will be cut and removed as required, satisfying building departments requirements for a completed permit submittal. $ � _ jbTassaefEnseffs DEPARTMENT OF BUILDINTG INSPECTIONS fNSPECTOR 212 Main Street O Municipal Building O y S Northampton,MA 01060 LOCATION SQUARE FOOTAGE AMOUNT BASEMENT @ .20 I sr FLOOR @.50 2"D FLR @ 30 l �� 7� -1 "` 00 ' di cr1D FLOORS, FINISH ATTI ,GARAG @.20 DECK/PORCHES @ .20 TOTAL. � 0 ( ST- ry 2. ,w� Phillips Place Project Code Summary Page 2 of 2 7. Each dwelling shall have an egress door with a minimum clear width of 32". The door must be able to be operated from the inside without a key or special knowledge or effort. 8. Hallways and stairs within the dwelling unit shall be a minimum of 36"wide. 9. Smoke alarms shall be provided in each sleeping room,outside of sleeping areas in the immediate vicinity o the bedrooms,and on each additional story of the building, including basements and habitable attics. The smoke alarm devices shall be interconnected so that the actuation of one device will activate all the alarms in the individual unit. Smoke alarms shall be powered from the building wiring,and shall also have a backup battery. 10.Carbon monoxide alarms are required outside of sleeping rooms. 11.Foam plastic insulation is allowed only if it has a flame spread rating of not more than 75 and a smoke- developed index of not more than 450. If used it shall be covered with a thermal barrier of not less than 1i2" gypsum wallboard. Because of these restrictions,a better choice for a basement wall insulation system could be mineral fiber panels. 12. Insulation Value minimums: a. Basement walls shall be insulated to R10 if continuous or R13 if in framing cavities. b. Exterior walls shall be R-13 in the wall cavity plus R-5 insulated sheathing,or R-20 c. Ceilings with attic spaces shall be R-38 except that by extending the ceiling insulation over the wall top plate at the eaves,the R-value may be R-30. d. Ceilings without attic spaces shall be R-30 where space is insufficient for a higher R-value. e. Floor insulation(over unheated basement space)is R-30 13.Fenestration Requirements: a. Fenestration(windows)to have a maximum U-factor of 0.35. b. One door of up to 24 SF is exempt from the U-factor requirements 14.Air leakage Requirements: a. The dwellings shall be sealed against air leakage. A blower-door test shall be performed at building rough-in to confirm that leakage is limited to no more than 7 ACH at a pressure of 50 pascals(0.007 psi). b. Recessed lighting between conditioned and unconditioned spaces shall be sealed to prevent air leakage. 15.Unit HVAC systems shall be equipped with a programmable thermostat. Ducts shall be insulated to a minimum of R-6,except in attics which shall be insulated to a minimum of R-8. All ducts shall be sealed and tested for tightness as required by N 1103.2.2 of the International Residential Code. 16.Lighting Systems-a minimum of 50%of the lamps in permanently installed fixtures shall be high-efficiency lamps. Burt Ewart _ Registered Professional Architect PO Box 2943 Amherst,MA 01004 413.326-1646 November 3,2014 Massachusetts Building Code Summary Phillips Place Project 51 Phillips Place Northampton,MA Project Intent: Construct a free-standing 2-unit wood frame residential building on an unoccupied portion of the site of the existing 51 Phillips Place building,a 2-unit wood-frame structure(currently under renovation). Code Summary, utilizing the Massachusetts Building Code, 8`h Edition(International Building Code,2009 and International Existing Building Code,2009 with amendments and, by reference,International Residential Code,2009. Existing Building on the Site: 51 Phillips Place Group R-3 Occupancy(Two-family Dwelling) Type V-B construction 2 stories plus crawl space 2950 GSF total area Proposed Additional Building on Site Group R-3 Occupancy(Two-family Dwelling) Type V-B construction 2 stories plus unfinished basement 3000 GSF total area Relevant Code Sections and Commentary: The following items are mentioned as they are notable for this particular project. The construction of the project is to comply with all aspects of the applicable Building Codes,whether mentioned below or not. 1. Classification of Building Type: The project consists of two attached dwelling units with each unit extending from foundation to roof,and with a yard or public way on at least two sides. Since these are not"3 or more" attached units,the building is not considered a"Townhouse"per IRC R202. 2. Fire Resistant Construction: a. IRC R302.3 stipulates that"Dwelling units in two-family dwellings shall be separated from each other by wall and/or floor assemblies having not less than a 1-hour fire resistance rating" b. See R302.4 for requirements for rated penetrations in fire walls. c. Dwelling/Garage separation(R302.6)-See Table 302.6. Separation from the residence and attic shall be not less than 1/2"Gypsum board on garage side. From habitable rooms above the garage, use not less than 5/8" Gypsum board on the garage side. 3. All habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms, with operable glazing area of not less than 4 percent of the room floor area. Bathrooms may have a glazing area of not less than 3 square feet,half of which shall be openable,or shall have artificial light and ventilation of not less than 50 CFM(intermittent ventilation). 4. Garages shall have concrete floors,sloped to drain toward the garage entrance. 5. Basements and sleeping rooms shall have at least one operable escape and rescue opening(window,typically), with a sill height of not more than 44" above the floor. The minimum dimensions of the opening shall be not less than 20"wide by 24"high. Window wells may be used to the basement escape and rescue opening, with a clear horizontal area of 36"x 36"minimum. Window wells may be up to 44" deep,unless a permanently fixed ladder or stair is provided that does not interfere with the required window opening. Another option for a basement escape and rescue opening would be to use a bulkhead enclosure-See 8311.7.9.2 for requirements and exceptions to specific stair and landing requirements. 6. Both dwellings shall be provided a means of egress. Means of egress is not allowed to pass through a garage. Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity,or any two or more of the.foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 7-2010 Fax# 617-727-7749 www.mass.gov/dia The Commonwealth of Massachusetts Department of Industrial Accidents lr1 - Office of Investigations 1 Congress Street, Suite 100 �+ Boston, MA 02114-2017 wwwanass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leaibfy Name (Business/Organization/Individual): �- Address:_ City/State/Zip: a/c e7- Phone #: S'P 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 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 g, ❑Demolition working for me in 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 officers have exercised their 3.❑ I am a homeowner doing all work 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' 13.0 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: _ 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 certify under th ns and penalties of perjury that the information provided above is true and correct. Signature: 1 Date: /Yd_ Phone#: Sy>/— Cr 2�:7 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: `� �//E� h (/ �b / License Number � 's s-� ��• zC2 z ,his' Address Expiration Date Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number sr Address Expiration Date Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ 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 buildine 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) ❑ Roofing ❑ Or Doors E-1 Accessory Bldg. ❑ Demolition ❑ New Signs [lam] Decks Siding[0] Other[ICJ Brief Description of Proposed Work:New 2-Family Building with 4 attached garage spaces. 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 following: a. Use of building: One Family Two Family X Other b. Number of rooms in each family unit: 7 Number of Bathrooms 3 c. Is there a garage attached? Yes t d. Proposed Square footage of new construction. 4000 Dimensions 43 t X 5 e. Number of stories? 2 f. Method of heating? Gas Forced Air Fireplaces or Woodstoves Gas Number of each 2 g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction V-Wood i. Is construction within 100 ft.of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes XNo j. Depth of basement or cellar floor below finished grade & k. Will building conform to the Building and Zoning regulations? _X Yes No. I. Septic Tank City Sewer Y Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, L,1601- S • l\AUq$(.E as Owner of the subject property hereby thorize — A it t _ iNo � r -OQ- to act o in all matter a tive to ork aut orized by this building permit application. Signat Date I, as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name Sigpatufe of Owner/Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 12,097 12,097 Frontage 123'-4" 123'-4" Setbacks Front 16' 10' Side L: R: 101 L:12' R: 10' Rear 20' 20' Building Height 25' 25' Bldg. Square Footage 34 % tJ/1 7 —` o Open Space Footage % (Lot area minus bldg&paved 66% 41% parking) #of Parking Spaces 4 8 Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW Q YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW Q YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained 0 , Date Issued: C. Do any signs exist on the property? YES Q NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES Q NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. t Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit NOV -4 212�� j Main Street Sewer/Septic Availability Room 100 Water/Well Availability E ectric, Piumb,,,,, I Northampton, MA 01060 Two Sets of Structural Plans No th=rPIc �G°','4 13-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify 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 �1 p 1 1a i i I F7s Fokc T"�, Map Lot Unit 1�'Q R l 1H�,�f -F5 ' Akk C1OtrsO Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Phillips Place LLC C N S. ML7j3tAC P.O.Box 2943,Amherst MA 01004 jNa ( n Current Mailing Address: 413 835-5950 1. / Telephone ure 2.2 Authorized Agent: Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 450,000 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection Oq 6. Total=(1 +2+3+4+5) 450,000 Check Number This Section For Official Use Only Building ermit Number: Date g Issued: Signature: Building Commissioned]nspector of Buildings Date File#BP-2015-0522 6 W APPLICANT/CONTACT PERSON RICHARD DENNO ADDRESS/PHONE 551 FLORENCE RD FLORENCE (413)584-0852 PROPERTY LOCATION 51 PHILLIPS PL MAP 32A PARCEL 201 001 ZONE URC(100) THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid �OL Typeof Construction: CONSTRUCT 2 FAMILY W/4 ATT GARAGES New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 066189 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 mo ' ion Delay Signature of Iruildin6 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. 51 PHILLIPS PL BP-2015-0522 GIs#: I COMMONWEALTH OF MASSACHUSETTS Map:Block: 32A-201 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 TWO FAMILY BUILDING PERMIT Permit# BP-2015-0522 Project# JS-2015-000194 Est. Cost: $450000.00 Fee: $2250.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: RICHARD DENNO 066189 Lot Size(sq. ft.): 11891.88 Owner: PHILLIPS PLACE LLC Zoning. URC(100) Applicant: RICHARD DENNO AT. 51 PHILLIPS PL Applicant Address: Phone: Insurance: 551 FLORENCE RD (413) 584-0852 FLORENCEMA01062 ISSUED ON.12/15/2014 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 FAMILY W/4ATT GARAGES 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 12/15/2014 0:00:00 $2250.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner