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31B-114 (4) .! ► CAMERLIN ELECTRIC, INC. Estimate �31.7 25 Bennett Rd WILBRAHAM, MA 01095 Date Estimate# Phone# (413) 785 - 5665 9/27/2012 226 Fax # (413) 596 - 6606 Name/Address Michelle Sun 126 King St Northampton, Ma 01060 P.O. No. Project Description Qty Cost Total 1st payment $5000.00 on signing and ordering of service. 2nd payment $10,000.00 on new 600 amp service 3rd payment $5000.00 on start of rough wiring 4th payment $10,000.00 on rough wiring Finial payment $8000.00 on completion TOTAL PRICE ******* 38,000.00 71(___ . Signature (,/ ..... _ .., Total $38,000.00 Page 2 4 ' ► CAMERLIN ELECTRIC, INC. Estimate ~•'1/`►'" 25 Bennett Rd WILBRAHAM, MA 01095 Date Estimate# Phone# (413) 785 - 5665 9/27/2012 226 Fax# (413) 596- 6606 Name /Address Michelle Sun 126 King St Northampton, Ma 01060 P.O. No. Project Description Qty Cost Total Install 600 amp service with 7- 100 amp meter socket and 7- 100amp main breaker panels will be owners meter and panel. 1l fire alarm system to meet Northampton fire code. i-i - i rx r Install y p S � (�i2.-- f �S s�-,mss C� Fire it,C ri, ek,nti I ►, Install intercom system to 6 units and door entrance labor and material / fi x 1U ial I(AS ` 1 Wire 6 units to code with outlets as needed,garbage disposal,dishwasher Dryers and washing machine.Exhaust fans,hood fans.) C(4_61e , V{-j ,,., c s ,-) ct Q G4, R t rn` -O f Wire all HAVC units. i;,.t►ss' Supply recess lighting and cellar lights only.Owner supply all other lighting. Obtain electrical permit. Will allow 20 opening for extra fixtures. Install temp service as needed. 0.00 Exterior lighting and common area to be on time clock. All emergency lights and exit lights are supplied by Camerlin. all other fixture for outdoors are owner reasonability. All receptacles,switches plates and recess cans and trims are supplied by Camerelin. Signature Total Page 1 0 0 to 0 In v 0 0 v III iiiiimmmimilii ca a co m a ,, 000 0 j � z O'6 a a'6')aomrnaa CI to to N Nv.� NCV y y N � � Dl 12W U) >,>,0:1 ocacncncn= 0 .N.y E N aarn co N O,_ CA N CU � as c o CV i 0 C < T N 'hi-) 11111 i u 111111011111111111111111111111111111111111111111 '� 00 cm tYL O N CCICot E 0 N -,Q ,-ZCC • 0 N O c0 C0 d N T T T a cn — O O to O to O O d' a) 0 CE E a 000 a) v a r >, Lo .� a) co m •• 0 = O c co, U. E E._.N_ '�n a a N ao)rnaa 00 0)0) o N+M- O •- O N N co Qj N N k O Q.d atacocncnX 0 In .N.y E N aarn 0000 M N O r 0 • - i iii y t° r5 n`.a m a) o _ o I' 4--.y 3 a)).. L N U 5cncC 11OJ oa 0 0 0 CM 0 C_ Q i C65 aQ a='Ea) o tEY-C O r E pfl.NON -2 Q r Z OC . 0' N O co c0 ..a-..a- N NI. T r T o. cn - Apartment Building Drawing Date:3/20/13 3/22/13 8:26 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 1 TO 10 CONTINUED 1.610 1E 2.73 56.2 56.2 12 C=120 4.00 0.0 0.0 64.50 0.141 6.73 0.9 56.2 Vel = 10.27 32.72 2.067 3E 36.70 57.1 57.1 11 C=120 3T 45.00 4.3 0.0 See PATH 4 97.22 0.089 81.70 7.3 57.1 Vel = 9.39 10 97.22 68.8 K = 11.72 PATH 3 FROM HYDRAULIC REFERENCE 3 TO 13 32.40 1.049 1T 0.75 54.2 54.2 K = 4.40 3 C=120 5.00 0.0 0.0 32.40 0.318 5.75 1.8 54.2 Vel = 12.15 13 32.40 56.0 K = 4.33 PATH 4 FROM HYDRAULIC REFERENCE 4 TO 11 32. 72 1.049 iT 0.75 55.3 55.3 K = 4.40 4 C=120 5.00 0.0 0.0 32.72 0.323 5.75 1.9 55.3 Vel = 12.26 11 32.72 57.1 K = 4.33 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Apartment Building Drawing Date:3/20/13 3/22/13 8:26 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 129 92.3 psi 1 2-1/2" Grvd 90 Ell 6 ' 120 2.469 129 0.4 1 Pipe 2z" 10x21 17' 120 2.635 129 0.8 1 Grvd Shotgun Valve "90" 9' 120 2.469 129 0.6 Elevation Change 4'0" 1.7 Fixed Flow Inside Hose Stream 0 gpm Total Loss for Riser 3.5 psi Hydr Ref Ri Required at Base of Riser 129 95.7 psi 1 2'h" Flngd Back Flow Valve Watts " CHART LOSS 129 4.4 1 Pipe 4" DIx18 Cl 350 UG w/3E,4T, 1G 200' 140 4.238 129 0 .7 Fixed Flow Outside Hose Stream 100 gpm Total Loss for Underground 5.1 psi Hydr Ref R2 Required at City Supply 229 100.8 psi Water Source129.9 psi static, 105.9 psi residual @ 1738 gpm 229 gpm 129.3 psi SAFETY PRESSURE 28.5 psi NOTE: Water Source has been adjusted to include a change of elevation of 2'0" flow test to point of connection Available Pressure of 129.3 psi Exceeds Required Pressure of 100.8 psi This is a safety margin of 28.5 psi or 22 % of Supply Maximum Water Velocity is 14.0 fps Apartment Building Drawing Date:3/20/13 3/22/13 8:26 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 2 TO W (PRIMARY PATH) 32.03 1.049 4E 19.25 53.0 53.0 K = 4.40 2 C=120 1T 13.00 4.3 0.0 32.03 0.311 32.25 10.0 53.0 Vel = 12.01 1.380 4.48 67.4 67.4 16 C=120 0.00 0.0 0.0 32.03 0.082 4.48 0.4 67.4 Vel = 6 .94 1.610 lE 5.33 67.7 67.7 15 C=120 4.00 0.0 0.0 32.03 0.039 9.33 0.4 67.7 Vel = 5.10 2.067 3E 34.53 68.1 68.1 14 C=120 1T 25.00 0.0 0.0 32.03 0.011 59.53 0.7 68.1 Vel = 3.09 97.22 2.067 3E 46.58 68.8 68.8 10 C=120 15.00 8.7 0.0 See PATH 2 129.25 0.151 61.58 9.3 68.8 Vel = 12.48 2.157 lE 0.50 86.8 86 .8 Al C=120 6.15 0.0 0.0 129.25 0.123 6.65 0.8 86.8 Vel = 11 .46 2.635 2E 85.41 87.6 87.6 A2 C=120 16.47 0.0 0.0 129.25 0.046 101.88 4.7 87.6 Vel = 7.68 W 129.25 92.3 K = 13.45 PATH 2 FROM HYDRAULIC REFERENCE 1 TO 10 32.10 1.049 9.00 53.2 53.2 K = 4.40 1 C=120 0.00 0.0 0.0 32.10 0.312 9.00 2.8 53.2 Vel = 12.03 32.40 1.380 0.50 56.0 56.0 13 C=120 0.00 0.0 0.0 See PATH 3 64.50 0.299 0.50 0.1 56.0 Vel = 13.97 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) r Apartment Building Drawing Date:3/20/13 3/22/13 8:26 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1/2) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 34.00 4.40 53.2 32.1 16.9 0.19 2 34.00 4.40 53.0 32.0 16.9 0.19 3 34.00 4.40 54.2 32.4 32.4 0.10 4 34.00 4.40 55.3 32.7 14.4 0.23 10 24.00 68.8 11 34.00 57.1 12 34.00 56.2 13 34.00 56 .0 14 24.00 68 .1 15 24.00 67. 7 16 24.00 67.4 Al 4.00 86.8 A2 4.00 87.6 W 4.00 92.3 Max velocity of 13.97 occurs in the pipe from 13 TO 12 Apartment Building Drawing Date:3/20/13 3/22/13 8:26 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations r Apartment Building Drawing Date:3/20/13 3/22/13 8:36 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 155 19.2 psi 1 2-1/2" Grvd 90 Ell 6 ' 120 2.469 155 0.5 1 Pipe 22" 10x21 17' 120 2.635 155 1.1 1 21/2" Grvd Shotgun Valve "90" 9' 120 2.469 155 0.8 Elevation Change 4'0" 1.7 Fixed Flow Inside Hose Stream 0 gpm Total Loss for Riser 4.1 psi Hydr Ref R1 Required at Base of Riser 155 23.3 psi 1 21/2" Flngd Back Flow Valve Watts " CHART LOSS 155 5.1 1 Pipe 4" DIx18 Cl 350 UG w/3E,4T, 1G 200' 140 4.238 155 1.0 Fixed Flow Outside Hose Stream 250 gpm Total Loss for Underground 6.0 psi Hydr Ref R2 Required at City Supply 405 29.3 psi Water Source129.9 psi static, 105.9 psi residual @ 1738 gpm 405 gpm 128.2 psi SAFETY PRESSURE 98.9 psi NOTE: Water Source has been adjusted to include a change of elevation of 2'0" flow test to point of connection Available Pressure of 128.2 psi Exceeds Required Pressure of 29.3 psi This is a safety margin of 98.9 psi or 77 % of Supply Maximum Water Velocity is 12.5 fps Apartment Building Drawing Date:3/20/13 3/22/13 8:36 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Apartment Building Location: 126 King St Northampton, MA Drawing Date: 3/20/13 Remote Area Number: 2 Contractor: Warehouse Mechanical Telephone:413 536-9222 342 Britton St Chicopee, MA Designer: JL Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy:Ordinary Group 1 Reviewing Authorities: SYSTEM DESIGN Code: Hazard: System Type:WET Area of Sprinkler Oper. 944 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.150 I Make: RELIABL Area per Sprinkler 118.0 sq ftl Model: F1FR56 Hose Allowance Inside 0 gpm I K-Factor: 5.60 Hose Allowance Outside 0 gpm I Temperature Rating: 200 CALCULATION SUMMARY 8 Flowing Outlets gpm Required: 404.9 psi Required: 29.3 @ City Supply WATER SUPPLY Water Flow Test Pump Data Date of Test 6/09 Rated Capacity 0 gpm Static Pressure 129.0 psi Rated Pressure 0.0 psi Residual Pres 105.0 psi Elevation 0 At a Flow of 1738 gpm Make: Elevation 2'0" Model: Location: King Street Source of Information: Northampton Water Department SYSTEM VOLUME 89 Gallons Notes: Apartment Building Drawing Date:3/20/13 3/22/13 8:36 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn A4 78.33 15.9 K = 19.67 PATH 3 FROM HYDRAULIC REFERENCE 8 TO 27 19.59 1 .380 11.00 12.2 12.2 K = 5.60 8 C=120 0.00 0.0 0.0 19.59 0.033 11.00 0.4 12.2 Vel = 4.24 19.88 1.610 1T 6.05 12.6 12.6 K = 5.60 7 C=120 8.00 0.0 0.0 39.48 0.057 14.05 0.8 12.6 Vel = 6 .28 27 39.48 13.4 K = 10.78 PATH 4 FROM HYDRAULIC REFERENCE 12 TO 28 20.53 1 .610 iT 6.05 13.4 13.4 K = 5.60 12 C=120 8.00 0.0 0.0 20.53 0.017 14.05 0.2 13.4 Vel = 3.27 28 20.53 13. 7 K = 5.55 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Apartment Building Drawing Date:3/20/13 3/22/13 8:36 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 9 TO W (PRIMARY PATH) 17. 70 1.049 11.00 10.0 10.0 K = 5.60 9 C=120 0.00 0.0 0.0 17.70 0.104 11.00 1.1 10.0 Vel = 6 .64 18.68 1.380 11 .00 11.1 11.1 K = 5.60 10 C=120 0.00 0.0 0.0 36.38 0.104 11 .00 1.1 11.1 Vel = 7.88 19.62 1 .610 1T 4.95 12.3 12.3 K = 5.60 11 C=120 8.00 0.0 0.0 56.00 0.109 12.95 1.4 12.3 Vel = 8.91 20.53 1.610 1T 1.00 13.7 13.7 28 C=120 8.00 0.4 0.0 See PATH 4 76.53 0.193 9.00 1.7 13 .7 Vel = 12.18 78.33 2.635 lE 42.87 15.9 15.9 A4 C=120 8.24 0.0 0.0 See PATH 2 154.86 0.065 51.11 3.3 15.9 Vel = 9.20 W 154.86 19.2 K = 35.38 PATH 2 FROM HYDRAULIC REFERENCE 5 TO A4 18.91 1 .049 11.00 11.4 11.4 K = 5.60 5 C=120 0.00 0.0 0.0 18.91 0.117 11 .00 1.3 11.4 Vel = 7.09 19.95 1.610 1T 4.95 12.7 12.7 K = 5.60 6 C=120 8.00 0.0 0.0 38.86 0.055 12.95 0.7 12.7 Vel = 6.18 39.48 1.610 iT 1.00 13. 4 13 .4 27 C=120 8.00 0.4 0.0 See PATH 3 78.33 0.202 9.00 1.8 13.4 Vel = 12.47 2.635 10.67 15.7 15.7 A3 C=120 0.00 0.0 0.0 78.33 0.018 10.67 0.2 15.7 Vel = 4.65 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) K Apartment Building Drawing Date:3/20/13 3/22/13 8:36 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1/2) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 5 5.00 5.60 11.4 18.9 17.7 0.16 6 5.00 5.60 12.7 19.9 17.7 0.17 7 5.00 5.60 12.6 19.9 17.7 0.17 8 5.00 5.60 12.2 19.6 17.7 0.17 9 5.00 5.60 10.0 17. 7 17.7 0.15 10 5.00 5.60 11 .1 18.7 17.7 0.16 11 5.00 5.60 12.3 19.6 17.7 0.17 12 5.00 5.60 13.4 20.5 17.7 0.17 27 5.00 13.4 28 5.00 13.7 A3 4.00 15.7 A4 4.00 15.9 W 4.00 19.2 Max velocity of 12 .47 occurs in the pipe from A3 TO 27 Apartment Building Drawing Date:3/20/13 3/22/13 8:36 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Apartment Building Drawing Date:3/20/13 3/22/13 8:26 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Apartment Building Location: 126 King St Northampton, MA Drawing Date: 3/20/13 Remote Area Number: 1 Contractor: Warehouse Mechanical Telephone:413 536-9222 342 Britton St Chicopee, MA Designer: JL Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy:Residential NFPA 13R Reviewing Authorities: SYSTEM DESIGN Code:NFPA 13R Hazard:Residential System Type:WET Area of Sprinkler Oper. 806 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.100 I Make: Reliabl Area per Sprinkler 324.0 sq ftl Model: F1RES44 Hose Allowance Inside 0 gpm I K-Factor: 4.40 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 229.3 psi Required: 100.8 @ City Supply WATER SUPPLY Water Flow Test Pump Data Date of Test 6/09 Rated Capacity 0 gpm Static Pressure 129.0 psi Rated Pressure 0.0 psi Residual Pres 105.0 psi Elevation 0 At a Flow of 1738 gpm Make: Elevation 2'0" Model: Location: King Street Source of Information: Northampton Water Department SYSTEM VOLUME 89 Gallons Notes: i k it 3 Y I SI s '4!� / ! a 114111‘ il ffit;li: 1/11 i Li e 4 r - 44 ¢`1 i 4 r . gi S N1 1 mom i2- r E: \ i 1-1 I y 4 VI VI �,., o ! W z = X R V F, . 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Sz•cE (9c(7 E Th V-9—01 tØ) 8 i0 o PSga <D3 if§ 0 0,, 0 i 0 •,, 0 .,, 1 ., 0 J .il 0 no i.1 1 Oli x' ip .7 0:1 1 00 1 '111111 0 i 0 r, a , 0 .,, 0 .o-+•,+-- , IL: iil;P411 0 . °T lifIllb , 1 - + o . '11 1 .,, o .„ A ,,, 0 ., 0, , - - 0,z 03) , a . ,.... : ‘ ' ° ; 3. 2"main drain test shall be conducted,Record Static and residual pressures on test certificate. 4. Conduct system operational and alarm test on system from inspectors test connection in accordance with NFPA 13. 5.Central station must receive alarm and trouble signals. Warehouse Mechanical is in charge of setting up and coordinating testing. Warehouse Mechanical will provide test certificates. Section 2-Equipment and Tools a. Manufacturer's instructions b.Approved Narrative Report, sequence of operation section. c. Flow measuring devices-pitot tube for backflow preventer. d. Gauges-main riser for 2" drain and hydrostatic testing. e. Fire hose is required to direct backflow preventer flushing. Section 3-Approval Requirements a. Certification from Warehouse Mechanical Contractors, Inc. Stating that the fire protection sprinkler system has been installed in accordance with the approved fire protection construction documents and that he has reviewed the as-built drawings for conformance to 780 CMR 901.7.4 and identified deviations if any,from the approved fire protection construction documents. c. Confirmation by the building owner/developer or authorized representative that they-have received the as-built sprinkler system shop drawings from the installing contractor. d. Material, Test, Performance and Completion Certificates,properly executed by the installing contractor in accordance with the applicable NFPA Standards. d.. Satisfactory functional test of all fire protection systems witnessed by the Building official and the head of the fire department or their designees. Section 4-fire Protection systems to be installed. a.Water supply,new 4"sprinkler main connected to circulating city main in King Street. b. Sprinkler systems and components. c. Fire alarm systems and components-audio and visual appliances installed throughout the in accordance with NFPA 72. d. Manual suppression systems-small hose stations and standpipe aren't required. e. Seismic Isn't required. . f. Single 11/2 pumper connection on the street side of the building. All of the above items are required by regulations. (780 CMR) all systems are new or existing. 901.2.1(1.a.ii)Sequence of operation Section 1 Wet sprinkler system: System operates automatically upon the fusing of a single fire sprinkler. Operational Sequence: 1. System operates automatically on water flow from a single sprinkler. Closed contact on pressure switch will activate local audible visual panels and provide alarm contact for the fire control panel. 901.2.1 (1.a.iii)Testing Criteria Section 1-Testing Criteria in accordance with NFPA 13. Underground piping: Hydrostatically test at a pressure of 200 psi for two hours without A loss of pressure. Flush at 390 GPM per minute or the highest flow available. System piping: 1. Hydrostatically test at a pressure of 200 psi. for two hours without a loss of pressure. In accordance with NFPA 13 conduct forward flow test of backflow preventer at a rate of 165 GPM through main drain. FIRE PROTECTION SYSTEMS NARRATIVE REPORTS BASIS (METHODOLOGY) OF DESIGN Section 1-Building Description a. Building "USE" Group: R-2 Residential. b. Type (s)of occupancies(hazards within building)Apartments. d. Three stories above grade high point of building roof is 33'. e. One story below grade. f. Basement1,980 square feet, First floor 1,990 Square feet, second floor 1,990 square feet,third floor 1,380 square feet.= 7,340 total square feet. g. Storage is limited to closets, attic storage spaces and NFPA 13-R criteria. Highest demand is in the Basement which is designed for ordinary hazard group one .15 X 900 with an estimated flow of 165 GPM required at base of riser at 35 psi. Water flow test 122 Static,Residual 100 Total Flow 1455 GPM. Section 2-Applicable laws,regulations and standards a. 780 CMR code sections"Fire Protection System Requirements" 903.2.0 fire suppression systems, 903.4.2 requires audio visual alarm devices. 903.4.1 monitoring. b.NFPA Standards and Edition used for design of each specific fire protection system NFPA 13R, 2007,NFPA 13,2007,NFPA 72. Section 3 -Design Responsibility for Fire Protection Systems Warehouse Mechanical Inc.the installing contractor completely designs and specifies(develops a full system layout,design criteria and calculations)and certifies system installation for code compliance at completion.Exempt from requirement for seal of Massachusetts Registered Professional Engineer in accordance with G:C 112 section 81R and 901.2.1. e Fire Sprinkler portion of Narrative Report Apartment Building 126 126 King Street Northampton, Ma BY Warehouse Mechanical Contractors, Inc. 342 Britton Street Chicopee, Ma 01020 Ma Sprinkler Contractor License SC 2254 Expires 11/23/2013 413-536-9222 Phone 413-535-2486 Fax March 5, 2013 WAREHOUSE MECHANICAL CONTRACTORS, INC. A certified Service Disabled Veteran Owned Small Business Sprinkler Contractors and Designers Established 1980 December 7,201 Michelle Sun Re: 126 King Street-Northampton,MA. Gentlemen: We are pleased to offer our revised quotation in the amount of Twenty Three Thousand Eight Hundred Fifty Dollars($23,850.00)to furnish and install an automatic fire sprinkler system at the above referenced project based on starting at a 4"flange left by others inside the building. Our price is based on plans as prepared by Thomas Douglas Architects dated 2-28-12. Our price includes sprinkler drawings&preparation of fire protection sprinkler documents in accordance with 901.2.1 Eighth Edition of the Massachusetts State Building Code,sales tax, installing exposed pipe with upright or sidewall sprinklers in all areas,control valves,flow switches,backflow preventer,wet sprinkler system for the apartments and an anti-freeze system for the exterior stair landings,design for NFPA 13R and all necessary pipe,valves and fittings. We have excluded exterior underground piping,painting of pipe,wiring,alarm systems,fire extinguishers,the premium portion of overtime labor and special protection other than wet and anti-freeze pipe sprinkler protection. Adequate heat must be provided in all areas protected with a wet system. Warranty and Disclaimer Seller warrants that any products supplied in connection with its services shall be free from defects in workmanship or material for a period of three(3) years from the date of delivery(the "Warranty Period"). During the Warranty Period,provided Seller is promptly notified upon the discovery of any defect in workmanship or material, Seller agrees to, at Seller's option,either repair or replace defective products. Payment Terms 20%down payment -117 7 0 f ` 35% upon delivery of materials 25% upon completion of sprinkler piping rough in 20% upon final completion and acceptance okva 1/),L--; --dti164 New England Plumbing & Heating, Inc. CONTRACT 59 Bennett Road -- Wilbraham, MA 01095 DATE ESTIMATE# MA:(413) 596-9566 CT:(860) 741-8595 10/18/2012 494 1-800-839-8603 FAX: (413) 596-5204 NAME/ADDRESS PROJECT Teh Jing Sun 40 Appalosa St. West Spingfield, MA 01106 126 King St. Northampton, MA j � I DESCRIPTION Install plumbing drainage system for 6 water closets, 6 lavatory sinks, 6 tub units, 6 kitchen sinks, and 6 laundry connections. Install gas piping for 6 hot air furnaces, and 6 water heaters. Plumber will supply all tub units, water heaters, and shower valves. Customer is responsible for all other fixtures. Install gas piping for 6 hot air furnaces, and 6 water heaters located in basement area. rd)(nit (Lt4-eA-04) 7 I , of i I i1/ • ■ Acceptance of Contract TOTAL $36,000.00 I Date `v � 4 71 ------------- Signature • t LI��i Signature ti GAO 413.320.3389 917.559.2350 Proposal for the work at 126 King St Northampton, MA Owner/ Client: 126 king LLC.- Sun Scope of Work: GAO Construction — shall provide the means to perform repairs and renovations to the property as per plans provided issue date 2/28/12 and structural drawings dated 1/22/13 by Tom Douglas and Jake Smith. All work to be performed to MA code. Owner will provide all materials. We will provide all installations / labor : framings , drywall, tile work, kitchen cabinets, counter tops, windows, doors, knobs, trims , base boards, insulation, flooring, painting, trash disposal. Work to Basement, 1st 2nd, 3rd floors. TOTAL $14,000 DeCosmo I Construction Michelle April 11, 2013 413-218-3800 JOB: 126 King Street,Northampton THIS IS A LABOR ONLY QUOTE FOR FRAMING WORK 1. CELLAR WORK a. Install LVL's b. Install posts and blocks c. Install Lally Columns d. NO CONCRETE WORK 2. 2ND& 3RD FLOOR FRAMING a. Demo walls and stairs b. Install new walls c. Install new floor joist and sub floor where needed d. Install all new headers over window and doors e. Install new cripples,posts,and blocking 3. ROOF FRAMING a. Add 2 dog house dormers per plan b. Add 1 shed dormer per plan c. Add LVL hips and valleys per plan d. Frame knee walls and interior walls e. New headers f. Install cripples All framing will include sheetrock nailers and blocking for cabinets and railings SUB TOTAL: $12,000 1. EXTERIOR FRAMING a. Front porch and handicap ramp b. Back staircases c. Install decking,posts, and railings SUB TOTAL: $7000 GRAND TOTAL: $19,000 49 Cobblestone Rd., Longmeadow, MA 01106 Phone: 413-478-2130 MA REG.# 126629 CS# 78883 126 KING ST. ..SUB CATEGORY Plumbing 36,000.00 Sprinkler 23,850.00 Electrical 38,000.00 HVAC 37,000.00 Escavation:: water line 22,820.00 Kitchen 8,940.00 Drywall/Insulation - 4.. ; 15,923.06 Windows/doors - h u 8,505.76 Materials — VII. L 28,861.50 Labor-Framing 19,000.00 Labor- Cleaning/Finishing 14,000.00 Spray foam insulation 19,000.00 MISC. • 15,000.00 MISC. 30,000.00 TOTAL 316,900.32 109 of total 31,690.03 • QUOTE# I ORDER DATE BID BY ORDER PLACED BY ORDER TAKEN BY 150580 Quote Not Ordered rkmiles JOB NAME CUSTOMER PO# TERMS CARRIER CUSTOMER QUOTE TERMS Price is Verified For 60 Days From Date Quoted •Price is Subject to Review and Final Acceptance by Dealer •Any Changes or Additions MUST Be Agreed Upon by Dealer • The Quoted Price is Contingent Upon the Information Provided by Customer - The Purchaser is Responsible for Purchased Product Meeting Local Laws and Building Codes • The Purchaser is Responsible to Verify the Accuracy of Items Quoted Herein. CUSTOMER SIGNATURE DATE Print Date: 1/17/2013 3:54:11 PM Page 8 Of 8 QUOTE# I ORDER DATE BID BY ORDER PLACED BY ORDER TAKEN BY 150580 Quote Not Ordered rkmiles JOB NAME CUSTOMER PO# TERMS CARRIER LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 1800-1 *UNIT*2000 Operating/Double Hung(2 LKs) 1 $115.54 $115.54 *MANUFACTURED SIZE*25 1/8 X 35 *OVERALL ROUGH OPENING*25 1/2 X 35 1/2 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen 4-) I **ROW 1:** *GLASS*ST Energy Star; 25.125` -* Tag: None Assigned VIEWED FROM EXTERIOR LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 1900-1 *UNIT*7000 Casement--Left Handed(1 LK) 1 $150.68 $150.68 *MANUFACTURED SIZE*31 1/4 X 25 1/4 *OVERALL ROUGH OPENING*31 1/2 X 25 1/2 *FRAME COLOR*White *SCREEN*Screen,Fiberglass Screen _ C .,.' **ROW 1: ** I.i *GLASS*ST Energy Star; 1 31.25 Tag: None Assigned VIEWED FROM EXTERIOR LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 2000-1 *UNIT*7000 Casement—Left Handed(1 LK) 1 $145.49 $145.49 *MANUFACTURED SIZE*31 3/4 X 23 1/4 *OVERALL ROUGH OPENING*32 X 23 1/2 *FRAME COLOR*White *SCREEN*Screen,Fiberglass Screen lD C4 **ROW 1:** ro _ *GLASS*ST Energy Star; -_ 1 i-- 31.75" —+ Tag: None Assigned VIEWED FROM EXTERIOR PROJECT QUOTE SUB-TOTAL: $8,505.76 michelle sun michelle sun LABOR: $0.00 Comments: FREIGHT: $0.00 SALES TAX: $0.00 Disclaimer: TOTAL: $8,505.76 Print Date: 1/17/2013 3:54:11 PM Page 7 Of 8 QUOTE# I ORDER DATE BID BY ORDER PLACED BY ORDER TAKEN BY 150580 Quote Not Ordered rkmiles JOB NAME CUSTOMER PO# TERMS CARRIER LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 1500-1 *UNIT*2000 Operating/Double Hung(2 LKs) 1 $138.65 $138.65 *MANUFACTURED SIZE*43 1/8 X 39 1/2 *OVERALL ROUGH OPENING*43 1/2 X 40 ""'"°"" *FRAME COLOR*White I " *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen 4' co **ROW 1:** *GLASS*ST Energy Star; II 42. r5' Tag: None Assigned VIEWED FROM EXTERIOR LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 1600-1 *UNIT*2000 Operating/Double Hung(2 LKs) 1 $133.70 $133.70 *MANUFACTURED SIZE*27 5/8 X 53 *OVERALL ROUGH OPENING*28 X 53 1/2 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only * SCREEN*Half Screen,Fiberglass Screen p **ROW 1:** *GLASS*ST Energy Star; p c'';525 Tag: None Assigned VIEWED FROM EXTERIOR LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 1700-1 *UNIT*2000 Operating/Double Hung(2 LKs) 4 $115.54 $462.16 *MANUFACTURED SIZE*25 1/8 X 35 *OVERALL ROUGH OPENING*25 1/2 X 35 1/2 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen co i **ROW 1: ** *GLASS*ST Energy Star; r- 25.125' Tag: None Assigned VIEWED FROM EXTERIOR Print Date: 1/17/2013 3:54:11 PM Page 6 Of 8 P QUOTE# I ORDER DATE BID BY ORDER PLACED BY ORDER TAKEN BY 150580 Quote Not Ordered rkmiles JOB NAME CUSTOMER PO# TERMS CARRIER LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 1200-1 *UNIT*2000 Operating/Double Hung(1 LK) 3 $115.54 $346.62 *MANUFACTURED SIZE*23 1/8 X 27 *OVERALL ROUGH OPENING*23 1/2 X 27 1/2 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen r_ N **ROW I:** *GLASS*ST Energy Star; I— 23.125" —I Tag: None Assigned VIEWED FROM EXTERIOR LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 1300-1 *UNIT*2000 Operating/Double Hung(2 LKs) 1 $115.54 $115.54 *MANUFACTURED SIZE*31 1/8 X 29 *OVERALL ROUGH OPENING*31 1/2 X 29 1/2 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen , **ROW 1:** *GLASS*ST Energy Star; I-- 31.125° —+ Tag: None Assigned VIEWED FROM EXTERIOR LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 1400-1 *UNIT*2000 Operating/Double Hung(1 LK) 1 $115.54 $115.54 *MANUFACTURED SIZE*22 1/8 X 28 1/2 *OVERALL ROUGH OPENING*22 1/2 X 29 � s *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only - *SCREEN*Half Screen,Fiberglass Screen co cv **ROW 1: ** *GLASS*ST Energy Star; Y 22.125°' — Tag: None Assigned VIEWED FROM EXTERIOR Print Date: 1/17/2013 3:54:11 PM Page 5 Of 8 QUOTE# ORDER DATE BID BY ORDER PLACED BY ORDER TAKEN BY I 150580 Quote Not Ordered rkmiles JOB NAME CUSTOMER PO# TERMS CARRIER LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 900-1 *UNIT*2000 Operating/Double Hung(2 LKs) 8 $153.50 $1,228.00 *MANUFACTURED SIZE*31 1/8 X 61 *OVERALL ROUGH OPENING*31 1/2 X 61 1/2 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen **ROW 1: ** *GLASS*ST Energy Star; 31.15 Tag: None Assigned VIEWED FROM EXTERIOR LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 1000-1 *UNIT*2000 Operating/Double Hung(2 LKs) 2 $146.91 $293.82 *MANUFACTURED SIZE*27 1/8 X 61 *OVERALL ROUGH OPENING*27 1/2 X 61 1/2 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen **ROW 1: ** *GLASS*ST Energy Star; Tag: None Assigned VIEWED FROM EXTERIOR LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 1100-1 *UNIT*2000 Operating/Double Hung(2 LKs) 1 $120.50 $120.50 *MANUFACTURED SIZE*27 5/8 X 45 *OVERALL ROUGH OPENING*28 X 45 1/2 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen **ROW 1: ** *GLASS*ST Energy Star; ,- 2".525' Tag: None Assigned VIEWED FROM EXTERIOR Print Date: 1/17/2013 3:54:11 PM Page 4 Of 8 QUOTE# I ORDER DATE BID BY ORDER PLACED BY ORDER TAKEN BY 150580 1 Quote Not Ordered rkmiles JOB NAME CUSTOMER PO# TERMS CARRIER LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 600-1 *UNIT*2000 Operating/Double Hung(1 LK) 1 $115.54 $115.54 *MANUFACTURED SIZE*22 1/8 X 28 *OVERALL ROUGH OPENING*22 1/2 X 28 1/2 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen **ROW 1:** *GLASS*ST Energy Star; 1- 2 .125" Tag: None Assigned VIEWED FROM EXTERIOR LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 700-1 *UNIT*2000 Operating/Double Hung(1 LK) 3 $115.54 $346.62 *MANUFACTURED SIZE*23 1/8 X 41 1/2 *OVERALL ROUGH OPENING*23 1/2 X 42 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen �? 0 **ROW 1:** *GLASS*ST Energy Star; Tag: None Assigned VIEWED FROM EXTERIOR LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 800-1 *UNIT*2000 Operating/Double Hung(2 LKs) 8 $156.80 $1,254.40 *MANUFACTURED SIZE*33 1/8 X 61 *OVERALL ROUGH OPENING*33 1/2 X 61 1/2 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN *Half Screen,Fiberglass Screen **ROW 1:** *GLASS*ST Energy Star; 33.125 Tag: None Assigned VIEWED FROM EXTERIOR Print Date: 1/17/2013 3:54:11 PM Page 3 Of 8 QUOTE# ORDER DATE BID BY ORDER PLACED BY ORDER TAKEN BY 150580 ` Quote Not Ordered rkmiles JOB NAME CUSTOMER PO# TERMS CARRIER LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 300-1 *UNIT*2000 Operating/Double Hung(2 LKs) 1 $141.95 $141.95 *MANUFACTURED SIZE*29 1/8 X 55 1/2 *OVERALL ROUGH OPENING*29 1/2 X 56 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen **ROW 1: ** *GLASS*ST Energy Star; 23.125 4 Tag: None Assigned VIEWED FROM EXTERIOR LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 400-1 *UNIT*2000 Operating/Double Hung(2 LKs) 6 $153.50 $921.00 *MANUFACTURED SIZE*27 1/8 X 65 *OVERALL ROUGH OPENING*27 1/2 X 65 1/2 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen **ROW 1:** *GLASS*ST Energy Star; q{ Y ,i Tag: None Assigned VIEWED FROM EXTERIOR LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 500-1 *UNIT*2000 Operating/Double Hung(2 LKs) 1 $115.54 $115.54 *MANUFACTURED SIZE*29 5/8 X 40 *OVERALL ROUGH OPENING*30 X 40 1/2 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen **ROW 1:** *GLASS*ST Energy Star; 2E.525' 7: Tag: None Assigned VIEWED FROM EXTERIOR Print Date: 1/17/2013 3:54:11 PM Page 2 Of 8 Customer Quote rk MILES 21 West St. West Hatfield, Ma.01088 Phone: 413-247-7454 Fax: 413-247-8338 BILL TO: SHIP TO: E-Mail: rkmiles.com 1d -- i l.. f�.C1 QUOTE# I ORDER DATE BID BY ORDER PLACED BY ORDER TAKEN BY 150580 Quote Not Ordered rkmiles JOB NAME CUSTOMER PO# TERMS CARRIER LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 100-1 *UNIT*2000 Operating/Double Hung(2 LKs) 8 $200.50 $1,604.03 *MANUFACTURED SIZE*33 1/8 X 65 *OVERALL ROUGH OPENING*33 1/2 X 65 1/2 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen , **ROW 1: ** *GLASS*ST Energy Star; nej.J.D \ ',IV 33.1.5 Tag: None Assigned VIEWED FROM EXTERIOR LINE#DESCRIPTION QUANTITY UNIT PRICE EXTENDED PRICE 200-1 *UNIT*2000 Operating/Double Hung(2 LKs) 4 $160.11 $640.44 *MANUFACTURED SIZE*31 1/8 X 65 *OVERALL ROUGH OPENING*31 1/2 X 65 1/2 *FRAME COLOR*White *ALUMINUM REINFORCING*Horizontal Only *SCREEN*Half Screen,Fiberglass Screen **ROW 1:** *GLASS*ST Energy Star; 31 1z5 Tag: None Assigned VIEWED FROM EXTERIOR Print Date: 1/17/2013 3:54:11 PM Page 1 Of 8 1st PRIZE 1ST PRIZE FOAM INSULATORS 1-413-527-3540 166 Main Rd. Westhampton MA,01027 Estimate Name: Michelle Hong Date: 3/22/13 Address: 126 King St. Northampton MA Phone#: 413-218-3800 E-Mail: michellemsun @yahoo.com Description of lob: We will spray an average of 6" (R42) Bayer Closed Cell Foam in rafters. We will spray an average of 3" (R21) Bayer Closed Cell foam in all exterior walls of 1St, 2nd, and 3rd floor. We will spray a 1 "(R7) Bayer Closed Cell Foam on all exterior walls in basement. We will also insulate around all windows, doors, and shave foam to be ready for drywall. Price $19,000 Note: We will uphold our end for blower door. But we will not be responsible for failure because of doors or windows any penetration threw exterior etc. i-, . „ ? ..... .-:-. 1 •••"! It' ,.., ",--. — A. (N' ' Ci) '..., *-.:. •-I - Cl. k ( ■=1 CI , r 7 11. .▪ '.. -.= :: (r; . C■ ie I CI — - .r + .;-". + CN ',,..-" i r I C) .d .0 :rd.) •-' r- ■ >1 . c=„I ,, c- ,..t ,, c; ,, i-) (") ,... - " ; ,. EI , I, .. 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CO V' C" M <-i co <-- N l0 r-1 V Z - H ri '-1 , ` U L O E+ , a J h O U H 7: ro N n ,i a a �°, U I P- J -4 'T h p I U)4 • DOC# 224 PG 4 1 of 2 Pages SINCE 1940 TUDIO KITCHEN DESIGN S rkMILES BUILDING MATERIALS SUPPLIER 24 west street•west hatfield,massachusetts•tel 413 247 8300•fax 413 247 8309 Proposal Submitted To Phone Date Sun 03.19.13 Street Job Name 126 King St. Same City,State,Zip Job Location Northampton, MA 01060 Designer Date of Plans Job Phone Dan Davis 03.19.13 We hereby submit specifications and estimates for: Preliminary quote base on Architect's drawing, actual cost will depend on final kitchen layout. Contractor's Choice cabinets, per scaled measurements: "Hammond" Veneered Recessed Panel door in Oak with "Wheat" stain. Standard Construction: *Contractor's Choice does not include pulls/knobs Units 1, 2 , 3 & 4: S895.00 ea. Unit 5: S625.00 Unit 6: S825.00 Cabinet Total: S5,030.00 Preformed E2000 laminate counter topks, choice of standard stocked colors, color TBD. Does not include WilsonArt HD or Formica 180FX colors. Units 1, 2, 3, 4: S725.00 ea. n i Unit 5: $360.00 Unit 6: $650.00 Counter top total: S3,910.00 Boxed 24" x " oak vanity/cultured mar le vanity top combo: S116.95 .: 6 needed: S701.70 *Does not I clude r x / p l" We propose hereby to furnish material-complete in accordance with above specifications,for the sum of: dollars($ ); Payment to be made as follows: All material is guaranteed to be as specified.Any alteration of deviation from above specifications involving extra costs will be executed only upon written orders and will Designer become an extra charge over and above the estimate.All agreements contingent upon strikes. Signature accidents or delays beyond our control.Owner to carry fire,tornado and other necessary insurance.Our drivers are fully covered by Workmen's Compensation insurance.Any Note:This proposal may be withdrawn by us if not accepted within days, materials not received by customer within 30 days of notification will be billed for the entire amount and a weekly storage fee may be assessed. Client Acceptance of Proposal The above prices,specifications and conditions are hereby accepted. Signature Order material as specified.Payment will be made as outlined above. Contractor Date of Acceptance Signature 03-II-io f Page 1 Residential Heat Loss and Heat Gain Calculation 3/15/2013 In accordance with ACCA Manual J Report Prepared By: Nyzio Heating &Air Conditioning For: Michelle Sun 126 King ST Northampton, MASS Design Conditions: Indoor: Outdoor: Summer temperature: 70 Summer temperature: 95 Winter temperature: 72 Winter temperature: 0 Relative humidity: 55 Summer grains of moisture: 99 Daily temperature range:Medium Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whole House 72,463 11,163 83,626 102,537 (7 tons ) Aptlleft 15,759 2,440 18,199 23,909 All Rooms 15,759 2,440 18,199 23,909 Apt 1 right 14,164 2,343 16,507 22,913 All Rooms 14,164 2,343 16,507 22,913 apt 2 left 12,427 1,971 14,398 15,196 All Rooms 12,427 1,971 14,398 15,196 apt 2 right 14,398 2,343 16,741 18,147 All Rooms 14,398 2,343 16,741 18,147 apt 3 left 7,840 1,074 8,914 11,562 All Rooms 7,840 1,074 8,914 11,562 apt 3 right 7,875 993 8,868 10,809 All Rooms 7,875 993 8,868 10,809 Whole House 72,463 11,163 83,626 102,537 ( 7 tons ) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences. 1 /' - - - gr. 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I y -r ;t r. t er `.',-■ . iii4r . a 2 P:21 L. i -it k z , 13 zm , Irka) cr, -I \ I _ 1 . f i Page 1 Duct Sizing Report 3/2112013 Report Prepared By: Nyzio Heating 8;Air Conditioning For: Michelle Sun 126 King ST Northampton, MASS Rooms Serviced Supply Material CFM FPM Duct Size or Return Apt 1 left All Rooms Supply Rigid 600 900 12 X 8 Apt 1 left All Rooms Return Rigid 600 900 12 X 8 Apt 1 right All Rooms Supply Rigid 600 900 12 X 8 Apt 1 right All Rooms Return Rigid 600 900 12 X 8 Apt 2 left All Rooms Supply Rigid 600 900 12 X 8 Apt 2 left All Rooms Return Rigid 600 900 12 X 8 Apt 2 right All Rooms Supply Rigid 600 900 12 X 8 Apt 2 right All Rooms Return Rigid 600 900 12 X 8 Apt 3 left All Rooms Supply Rigid 600 900 12 X 8 Apt 3 left All Rooms Return Rigid 600 900 12 X 8 Apt 3 right All Rooms Supply Rigid 600 900 12 X 8 Apt 3 right All Rooms Return Rigid 600 900 12 X 8 HVAC-Calc Residential 4.0 by HVAAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates or 1y,actual loads may vary due to weather and constructon differences. Page 1 Residential Heat Loss and Heat Gain Calculation 3/21/2013 In acco'dance with ACCA Manual J Report Prepared By: Nyzio Heating 8:Air Conditioning For: Michelle Sun 126 King ST Northampton, MASS Total CFM: 2,800 Room Cooling CFM Heating CFM Both Apt1 left CFM: 600 Apt 1 left All Rooms 600 600 600 Apt 1 right CFM: 600 Apt 1 right All Rooms 600 600 600 apt 2 left CFM: 600 Apt 2 left All Rooms 600 600 600 apt 2 right CFM: 600 Apt 2 right All Rooms 600 600 600 apt 3 left CFM: 600 Apt 3 left All Rooms 600 600 600 apt 3 right CFM: 600 Apt 3 right All Rooms 600 600 600 HVAC-Calc Residential 4.0 by HV4C Computer Systems Ltd. 888 736-1101 Load calculations are estimates of ly.actual loads may vary due to weather and construction differences. i fr' . . BLOWER RERFORMANCE - KG71"CrrL KG7TC/11.-95.1%AFU ,Two Stage Gas Furnace Motor Switch: External Static Pressure(In.w.c.) 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' ; ■ I 4-.4......m.**, i 0 0 1 !1315 40 '124C)1275 41 12401 43 1200 44 11601 45 '1120 47 1085 49 i 1045 12 !' :------P 1 I '-' f : ■ ■ i 0 i 1 0 / 11.1lit2a.29 13151 40 112894. 41 ;12451 42 1205 44 11170.1 45 J11251 47 11100 48 1 ; 0 ' 1 1 1 1 1 03901 3'.1: .1•1:50j .39 0..315 „It; ;4'751 41 11240` 43 12001 4.3 11801 45 '1•125 47 -4-1.- "1 i........4— ±12001 :1.1.1 1 H 1.14201 37 111101 38 11.32.5.113i..1„H1310? 40 11270' 42 '12351 43 11200 44 1150 45 I ....., .1.-.............0 ./.00....1............-.......nenewmmv, 0 I 0 I 0 0 11251 55 1040i:49.i 980 l• 73-1 880 *611'1 795 1!.,i39",'M, ::14`;;;; :jr'.. ,'-- i k:.:;,,,.,.;441 ___,-.,--......_______71--......___,....,. , --..- ., ,........,.. ,, - -, ,.,=.,. . v. ., - . ' 1 1 • 0 1POP" 0A •!'!..e•' ,AI 10001', ,'-'! 1 $150;7'3.3:-S 575 :16,~•7 795 i'''‘'--$'9"-n: :=''''' i.---,--.:---:--; iLf:—:—'1.—:-- ' ! 'v! ,...-4. .- , -.,- = rr--, • ,A, • – 51 1C:2701;$6., ' 906 :',1;k1',:l 915 j T7',,'-,Ls4o titPit: , -' 1-.. ,•• . . • L__ • . -- • ...4.i. .:. -..,— —.."--------"---"`` ''''-"----,.„., : ',... .-1:, I* ' ,,■ 14:10 ,'-c; '--"V r:;', 7:: i.:■=1 '1'90 59 '1101 01 10q0'Y'58 950 *'.7441 865 :'. --.... ...'7.-..4-2, ' ' ! ' ! ; 0 0 . 1 ; 0 Sf3 4r; :;•;;17.7, 49 1,375 t-.1 ,:3CC' 54 1122.7, 17,7 ;11501 81 10751 65 '100070'- 620 ' 1 . 0 I 1 0 '1 : O' 40 :1300: 51 :.3'5; ,64, i.124(,, c7 '1165 60 10901 65 1 .....- ,....' ..____, .' ' • ' : _ , .........zi J- , ; 1 ' 0 1 i 1 0 '1695. 47 J''Po 4-3 11541"-j ,48 -'14551 6. L17,90! 51 !13i, 54 12.39 57 .1-150 51 j 1.........--1-1-1—,---__ ....„.....:—.;---____________•--s.----__L____2_, ..; ; , 1 ; 1 : •1 ' 1 ! 0 11770 4C: . 7171 41 r1r3V. .::'1", 15677: 45 ;"'"V:151 4'7 1410: 60 n340! 5:3 ;12551 50 : Tt-.:fTL-080D-*C! 80000 ---;4-1-t-' —---H-----i—-.1 -__,____---;-....-:-_____ ; - cjcH (1 1 1 ■11751 3c..; 'r.'.7.. . ,...3 ...7 H435, 49 03401; E53 F 1 i 1--i__',__a._....!-.--- ! --- • ! — —1---1.--.___4 1 l• 1 1 0 i 0 1 '; ;1905' 57 '24.': '3,P, !177F51 /in 1710: 41 '1J".40: .",. ,1g71 45 1510', 4'7 i14451 49 I ; ______;_-_—.--.-______.________-----1-,.._-__L_''_•_:__'_______—.4.--L.- .1 0 1 1 1 C 1 1 ,1099; :.?; . ;' ''.1, ":',7 547,1 .7.t 1790., 40 0715; ;Li 1650I 3:7, 1550.. 45 •1515j 46 !' i ---;-----;----- — ----'-----------, , • ' 1 ' 1 • 3 i I 202 1:: 3'1; :);J::'■ ;35 '1F9 I: 27 '10 22, !Y76• 40 17001 4 i 1534 i 421 i5731 45 ' ------/---..-••••■••■•••.....77 ' . I-A—N....--....................-.-.- --..... .-.....'............................--... ..a.u.a...msommor...* 0 0 • 1 ' i .20 •1::34 :.200:-.7' D5 119601 710; 1900 37 118401 ?e -.77: 10 17151 41 .1655: 43 , 1 ' -; ; ci •• ; 213F. :7',.':':9,-.,.- ;.:'10 pn. - n„...7 T:4ci,;.' 10 c'k;;;„:,„ 7;7 -101.5 19 :117f50f 40 11(IBC: 42 • i• ' . 0 : 1 • - . 1 '4.),203 -#?•: ',1i 4','-'-::'3:z.'.USK)! t';:., ,.02...: 30 i :.,c)80- 3.5 9 ...;, ,,r : .879i Ds_i. trie2o1 39 , ---'----..."6...........;....-......-- - ';',..q. ,...i,r.:-.i ..... t . ..r... 7—,-------!,,,,, r---- ,! 1 • 11 -11f : ,,.....:-' t2 '1i'" '3;: '2'1r' ,1`1';:"'1,._•10,6AP''u201I-1•1;r;7; -cFrr,,, 10 !Icrol 37 . %■••••••..........14.-..ft,....4......4..w.. ' ,.'..'..... ' ', ,,,_,.......),„.,',.,',,:.;.;.........L......4414.:-•- '-..},',.., ^ d,.,.. 4......:.....,..:...,3....;..........;...L........jv........j 4ntes: Lmoier Swint)Settings are for t eatir g spleds mtn 1 lEA1 ;:vitch ..A,&il ,Ilci cooflo lipoc.ost-*qty 020q_:Jwi'l:t'fr,3! 1,7.g'U. .'-rvvo opernigs are mcommeatt ,:t ici kiial:Iwt:nocv■11Of cry ft 1r;.';o.(1.1 Ir.(E.^.3)E„11!;C: '/:U. i.Data Is shown tvIthou4 fillet 1,Tt,maerftfure rises il me table are appioxirnete. A:tun.1 tyrit50rit, '. .1'.:.. n,,?.,0 viry. 5.19r1P.,ErRttrq ri.7.87,In*prcl r.-1r3dild VI gre:v 1re'or!eteranne only. '171'.,P t.Ortqle.r.■%*,''- lf)1",r:*.nel'M.,eil , . SYSTEM COOLING CAPACITIES 13 SEER- High Efficiency-Single Phase Outdoor Unit Indoor Unit A Cap SEER EER CFM ---"? JS4BD-018KB C7B(A,H)M01324(C,U)-A 17,600 13.00 11.00 605 JS4BD-018KB C7B(A,1-) /101824(C,U)-8 17,600 13.00 11.00 535 JS4BD-024K8 C7B(A,H)M01824(C,U)-A 23,400 13.00 11.00 700 JS4BD-024KB C7B(A,H)M01824(C,U)-B 23,400 13.00 11.00 700 JS4BD-030KB C7B(A,H)M03036(C,U)-A 28,600 13.00 11.00 . 960 J54BD-030KB 07B(A,1-)M03036(C,U)-B 28,600 13.00 11.00 960 JS4BD-030KB C7B(A,H)M030(C,U)-C 28,600 13.00 11.00 960 JS4BD-036K8 G76(A,H)M03036(C,U)-A 35,000 13.00 11.00 1055 JS4BD-036KB C7B(A.1-0M03036(C,U)-B 35,000 13.00 11.00 1055 JS4BD-036K6 C7B(A,H)M03642(C,U)-B 35,000 13.00 11.00 1055 JS4BD-036K6 C7B(A,H)M03648(C,U)-C 35,000 13.00 11.00 1055 JS4BD-042K8 C7B(A,H)M03642(C,U)-B 40,000 13.00 11700 1290 1 JS4BD-042K6 C7B(A,1-)M03648(C,U)-C 40,000 13.00 11.00 1290 I r'JS4BD-042KB ..2.713(A,H)M042(C,U)-D 40,000 13.00 11.00 1 1290 1 i JS4BD-048KB C73(A,H)M03648(C,U)-C 46,000 13.00 10.90 1415 JS43D-048KB C7B(A,H)M048(0,1J)-C 45,500 13.00 10,90 1305 JS4BD-048K15 C7B(A,H)M048(C,U)-D -1 45,500 13.00 10.90 1805 JS48D-060K3 C6B1-1-X60C-(C,D) . 55,000 13.00 1 10,90 1600 -----J ...- , , ..------..0.-,....- See current AHRi Directory for certified combinatio,mt,,:nd pilings.Ali mints are with time delay relay. vvvvw.ahridirectory.org Outdoor Unit indoor Unit A Cap SEER A EER CFM JS4BD-018KB B6BMM024K-A 17,400 13.00 11.00 555 ,. JS4BD-018KB Be5Stv1M0211K-B 17.500 13.00 11.00 550 JS4131)-024KB TISSMh.402K-A 23 000 13.00 11.00 700 JS4BD-021 KB B5BMM024K-B 23 000 13.00 11.00 720 .......... __„, JS4B0-030KE1 B6BMM030K-A 28 400 13.00 11.00 920 ..._1 --___ ____ ._-______ ........- _._ _ .....-. - JS4BD-030KB 96BMM030K-B 28,400 13.00 11.00 890 JS4BD-036KB B6BMM036K-B 35,000 13.00 10.90 1160 " -.- _ --i JS4BD-042KB B6Biv1M042K-B 40,000 13.00 11.00 1370 ---r- ---.__ EJS4c;D-048KB ' 963MM043K-B 46.500 13,00 11.00 1355 41' JE43D-045K3 1 r,-36BMM249K-C 47,500 13.00 11.00 1630 JS4BD-0601:7; '-',9SWVICe0K-C: ' 57,500 : 18.00 11.00 i--.-- I•Millb. 1950 I See c0rrent Atilt!Directory for cei.tiliecl combinations. rid ratings.Ail ratings are with time delay relay. www.F.ttlirlirsctr .org - a - ---- - - MODEL IDENTIFICATION CODES EX: JS4BD-036KB I JS 4 B D - 036 K B 1 al ---Revision JS-Air Conditioner ( ` Nominal 1 Capacity JT-Heat Rump roduct p Electrical Code Identifier (00 ) BTU K=208/230 60--1 Design Series ---• 1 BD. Braze 13 SEER iJ 4, , DIMENSIONS \ile AIR CONDITIONER OUTDOOR SEC-10N JS4BD 018KB 024KB 030K 3 036KB 042KB 048KB 060KB • H 231/2 231/2 27 1/ 271/2 271/2 271/2 311/2 W 22 3/4 22 3/4 22 3/1. 22 3/4 30 3/4 30 3/4 30 3/4 D 22 3/4 22,3/4 22 3/1. 22 3/4 30 3/4 30 314 30 3/4 Air Discharge Allow Adegeaata Clearance for Airflow f --w- ... .. . 7. J r r,. .J., , ""/:red" '4;4'4', 4,.� }il r�! ,/ H ,,,;.',1 ii." .;-- .4 if.,,,:,,:z4,,— . , tr r"fi. 1 ,f / t,1 it ,, ''+';r ft If ,r ,• (,�l1 r r r J" F, �fl`.L t Vi r , .. 2 .. __ _..-- TECHNICAL Gibson SPECIFICATIONS wooing and coming Producle JS' 4BD KB Series FEATURES and BENEFITS • R-410A Refrigerant: Earth friendly non-ozone depleting refrigerant. • Designed using galvanized steel: with a polyester R-410A High Efficiency urethane coat finish.The950hour salt spray finish resists Air Conditioner corrosion 50%better than comparable units, • Composite Base Pan:Absorbs sound and is corrosion 13 SEER Residential System resistant. Composite is also stronger and lighter than 1.5 — 5 Ton Capacity steel. • Permanently Lubricated Motor:A heavy duty PSC motor for tong lasting reliability and quiet operation. Requires The JS4BD-KB Series now offers the cho ce of ' no maintenance and is completely protected from rain an air conditioner that uses a more efficier t and j and snow. environmentally friendly refrigerant designated • RemovableTopGrilleAssembly:4llows ease of service R-41 OA.The J8413D-KB Series of air conditioners offers from the top without disconnecting fan motor leads. exceptional performance.The unit, when combinEld with : • High Pressure Switch:Protects against abnormally high our engineered coils or air handlers, offers a full line of system pressures.Auto-reset feature prevents nuisance quality, split system cooling equipment service visits. ill' • Liqufde Line Fiiter Drier: Included with unit, field installed. ;'';air IP a` • One Piece Top/Orifice: Designed for maximum airflow ,/,,I, i �' and quiet operation. _�- v , • Easy Compressor and Control Access: Designed to make servicing e ,qw .�,;-< ::�- g osier for the contractor, access panels 2, ; i ;l are provided to all controls and the compressor from the �`rr; ,-I'e?,- , i .I side of the unit. 4`'rr 1 • Complete Metal Wrapper:Durable metal guard protects 1, . ' r r the coil from yard hazards and extreme weather. '% ' "' ; • Micro-Channel Coils:All aluminum coils in all models L' rsif' N�! � r 7 ' i which provides high corrosion resistance. i 0, n rrx rF' / it WARRANTY .' -This product offers a 10-year all-parts warranty. -This product offers a 1 Year Quality Pledge to rapt ace the unit if the compressor fails in the first year of opr:ration, 1'. to the original owner.All split system products must be installed with a meztched indoor air handler or indoor ', coif. -Consumer product registrar a i required for 10 year ,i All Parts Warranty and Quality Pledge within a limited 1, period of time after the installation.See current warranty l'. document or visit our consumer web site listed on the li back of this document for warranty details, I , TECHNICAL Gibson SPECIFICATIONS Hooting 4„d Coolh gi Products KG7T (C and L Series) FEATURES.end BENEFITS. • 100%fired and tested: All units and each component are tested on the manufacturing line. • Best packaging in the Industry: Unique corner post Two Stage, Fixed Speed ECM, design assures product will arrive to the homeowner dent Condensing Upf#ow/Horizontal tree. 4 30 second blower delay: At start-up assures a warm and DOi° -flow Gas Furnaces duct temperature at furnace start-up.Adjustable blower induced Dr?tft - 95.1 AFUE off settings (60, 90, 120 and 180 seconds). Input 60,000 - 1 20,000 Btuh • 30 second post purge:increases life of heat exchanger. ;1 • Hot surface igniter:Innovative application ofanappliance The High efficieriry upflow qr~s furnace may '.'}f Ir'n elk d type igniter with a 20 year iiis1 ry of reliability. Utilizes free standing in a utility room, basement, or enclosed in proven Smartlite()technology. an alcove or closet. Upflow/Horizontal units come ready • Color coded wire harness: Designed to fit the for upflow or horizontal application.The extendel flush 't components, all with quick-connect fittings for ease of jacket provides a pleasing"appliance aopeeranee,"Design !i service and replacement. certified by CSA for application in Canada and the United • Flexible category iV venting system; May be State:;. .4ii, r' vertically or horizontally vented using either a one-pipe f .. /�t_'� �; or two-pipe system for maximum tloxil)rlity in installation. -,i�' \ . � • High Static Blowers: All models oquloped with high ( �`: a t r i' _. static blowers. rl ( '. :',; , i • t,ow Boy hielaht:Easy to apply in low ceiling applications, { ( .�i works well with taller high SEER coils, easier to handle rl _ , .. and install. r a i? • "'uhular primary heat exchanger: Heavy gauge .` 't" aluminized steel heat exchanger and stainless steel fi - i_. i secondary heat exchanger assures a tong life. 4 r $ • '�0 second fix+id coorin.7 cycle blower-off delay(TDR): Increases cooling performance when matched with a mss ., NOM:NNE coil. ., .- . • Variable speed blower kit: Upgr adebic to full variable a' ,, ,' speed with kit. A n ' s :g� 1..F,convertible:Simple hurneroririce and regulatorspring l'� , ,. w of 'i.'..,-,:-. change oor ea.s,of convertibility. •rr T, - ,t1:g Diagnostic. 4fghts for easy troubleshooting without +�'` ; , r. " , .s ,.., - ^-.r�antingflashes;Cledirat edliglttfarflamesignalstrenyth ;�• ` % and 2 lights in combination to indicate all ctherfaultcodes • ,.?vith easy to roc:ocini�a states without counting flashes. "< - L� • Incorporates integrated control board: With connections for electronic air cleaner and humidifier, WARRANTY wo piece door design;Enhance:;furnace appearance ?rid vv.,*;s captured screws to prevent louinq door screws. -10 Year Yi-harts warranty. • Sealed vestibule: Reduces burner and inducer sound -- 1 'Year i:lualit j Pledge to rep(.ce The unit if i' 9 heat iewrals. exc'^,anger f.=,ifs within the firs' 'i yr-:ar of open<ilir n, to 1nergy nft'lcierrt brushless DC(ECM)motor:Gives up the original owner. to SEER point efficiency gain in cooling. -Consumer product regisi nticr, required for 10 yor,r All ;Paris Warranty and 0uErili1i l';edge within a limited , period of time after the instaltal nn.Sae current v atranty document or visit our cnn;uniwr wsb site listed on the back of:iris document ioi warian,.y details. -When registered, this product is upgraded to a limited iireuirrie neat 4xcnangger warranty. Nyzio Heating and Air Conditioning,LLC 56B Buckley Blvd. Chicopee,MA 01020 Date Estimate# 11/9/2012 1556 Name/Address Michelle Hong Sun 126 King St. Northampton,MA 01060 Description Cost Total Install(6)Gibson Model#KG7TC060D-24B 95%efficient 2-stage gas furnaces 37,000.00 37.000.00 Install(6)Gibson 1.5 ton 13 SEER A/C units Fabricate and install ductwork Seal ductwork where required by code Insulate ductwork where required by code Vent furnaces with intake and exhaust Install(6)digital programmable thermostats Gas piping and electrical to be done by other contractors Install vent ductwork for 6 kitchen hoods Install vent ductwork for 6 bathroom fans payments to be as follows:$12000 at start of project.$8500 when 50%of duct installation is complete,%8500 on completion of duct installation,$8000 on completion of project n Air Conditioning.LLC Nyzio Heating and Professional Fabrication and Quality Installation Total $37.000.00 MA Business License#466 Phone# Fax# MA Oil Burner License# 132162 NYZIOHVAC.COM EPA Cert.#NAT-61788-1 CT Heating/Cooling License# 413-534-3320 413-535-3187 391464-SI Code Review Thomas Douglas Architects Inc 126 King Street,Northampton, MA 196 Pleasant St. Northampton, MA 413-585-0641 11 of 11 Code Review Thomas Douglas Architects Inc 126 King Street,Northampton, MA 196 Pleasant St. Northampton, MA 413-585-0641 The following questions and comments were discussed with Thomas Hopkins at the AAB. Question 1:Will our units need to be group i or group 2 units? • According to 9.2.1, our project (previous use was non-residential) is a renovation and reuse for residential use and the units are exempt from Group 1 Dwelling units. • According to 9.2.2 we are not renovating or reusing existing dwelling units, so we are not subject to group 9.4 2 dwelling units or 9.5 Dwelling unit interiors • According to 9.4, our project contains fewer than 20 units and the units do not have to meet Group 2 standards. • Thus, the apartments do not have to meet the interior standards of Group 1 or Group 2 units. • The Common space of the building must meet the accessibility standards of the AAB code. Question 2: Elevator required? Our building is 4 stories (3 stories and a finished attic) • 25.1 We will have a ramped entry to the first floor front entry door (main public entrance). This door takes you into a lobby and common stair accessing all floor levels. • 28.1 Laundry facilities (common use space): None proposed. • 28.1 We are exempted from the elevator requirement because all of our public use and common use spaces will be on the accessible (1st floor) level. Question 3:Area of Rescue assistance required for existing exits? • 20.12 We are constructing a new exterior egress stair from the existing 2nd and 3rd floors. This is our 2nd means of egress. The first means of egress is the interior stair. This egress does not need to have an area of rescue assistance because: • The 2nd and attic floors are not accessible spaces • The building will have a sprinkler system • The building is existing. -Although this 2nd floor stair is a new egress element. Question 4:Area of Rescue assistance required for new exit? • If we constructed a new 2nd means of egress from the first floor, then we would not need an area of rescue assistance because: • The building will have a sprinkler system • The building is existing.- Although this 2nd floor stair would be a new egress element. End of Document 10 of 11 Code Review Thomas Douglas Architects Inc 126 King Street,Northampton, MA 196 Pleasant St. Northampton,MA 413-585-0641 711 Energy Conservation Required values according to the MA stretch code for this Existing building: MA: climate zone 5A Existing windows will be retained. The building will be fully air sealed. All existing ceilings,walls or floor cavities of the building envelope exposed or accessible during construction will be filled with insulation that meets or exceeds an R value of R-3.5 per inch. The roof will be insulated and air sealed. Any new replacement windows will have a maximum U value of 0.4 Any new entrance doors will have a maximum U value of o.8 Level 3 alterations are permitted without requiring the entire building to comply with the International Energy Conservation Code.Alterations (new construction) shall comply with the International Energy Conservation Code. A building that undergoes Level 3 alterations is required to meet a certain level of energy compliance. Any new element within the work area is required to meet the International Energy Conservation Code. Elements within the building that are not being affected do not heed to be evaluated and do not nee to comply with the energy provisions. Essentially the entire building is not required to meet the energy provisions; only a degree of possible improvement in the energy performance of the building is intended to be achieved by making the new elements meet the IECC. In certain cases where the reconfiguration of the space might have resulted in the creation of new spaces the newly created space should be evaluated as a whole for compliance with the energy provisions even though some of the element within the space might actually not have been altered. Likewise,in a case where an existing mechanical system is being extended to other areas or new ductwork is being installed to reconfigure and reroute the ducts to various spaces, it is only required to have the new elements meet the energy provisions and not the entire system. 8o6 Accessibility CMR 521 3.3.1 b.If the work costs Sioo,000 or more, then the work being performed is required to comply with 521 CMR. In addition, an accessible public entrance and an accessible toilet room shall be provided. 3.3.2 If the work performed, including the exempted work, amounts to 3o%or more of the full and fair cash value of the building, the entire building is required to comply with 5Z1 CMR. This project's construction costs will exceed 3o%of the assessed value of the entire building. 9 of 11 Code Review Thomas Douglas Architects Inc 126 King Street,Northampton, MA 196 Pleasant St. Northampton, MA 413-585-0641 • 907.2.9.1,: Manual fire alarm systems (pull stations) are required. • 907.2.9.2 Smoke Alarms:Single and multiple station smoke alarms shall be installed in accordance with 907.2.11.2 Single or multiple station smoke alarms shall be installed in Group R2 uses in the following locations: • On the ceiling or wall outside of each separate sleeping area in the vicinity of bedrooms. • In each room used for sleeping purposes. • In each story within a dwelling unit, including basements but not crawl spaces and uninhabited attics. • 907.2.11.3 Interconnection:Where more than one smoke alarm is required to be installed within an individual dwelling unit or sleeping unit in Group R2, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. • 907.5.2.3.4 Group R2. In group R2 occupancies required to have a fire alarm system, all dwelling units and sleeping units shall be provided with the capability to support visible alarm notification appliances. • Horn/strobe units will be installed in all public areas. (917.4.1 and 917.5) • New fire extinguishers will be installed in appropriate locations. 5lb.ABC required at exits based on NFPA standards relative to maximum travel distance. We will install a sign above each extinguisher. • A new red strobe light will be installed at the building entrance in a location acceptable to the Fire Department. • A new Knox box will be installed at the building entrance in a location acceptable to the Fire Department. It will be mounted 4.5'from grade and located on the exterior wall directly below the red strobe light. It will contain keys, engraved key tags and contact numbers. • A UL approved service company will supervise the system. • Carbon Monoxide protection shall be provided as required by 527 CMR 31 and 248 CMR 8 of 11 Code Review Thomas Douglas Architects Inc 126 King Street,Northampton, MA 196 Pleasant St. Northampton, MA 413-585-0641 1029 Emergency Escape and Rescue Exception 1 in section 1029 allows sprinkler systems (NFPA 13 and 13R systems)to be used in lieu of emergency escape and rescue openings. 805.2 Means of Egress lighting Means of egress lighting will be installed throughout the entire building 805.3 Exit signs Means of egress throughout the entire building will have new exit signs installed. 705.4.2 Door swing. All means of egress doors will swing in the direction of travel. 1oo8.1.1o,705.4.4 Panic hardware: Not required since this is not an A or E or H use. 1008.1.9.11 Exterior doors and locks to apartment houses: The entry doors to the basement and first floors will have automatic closing devices and will lock automatically with an electrically operated striker mechanism. This equipment will be connected to an intercom system tied independently to each apartment. Each apartment will have a system in it that will electrically operate the striker mechanism. Since there are not more than 10 apartments in this building, a closed circuit security camera system is not required. Chapter 9 Fire Protection Systems: • 903.2.8 Group R:An automatic sprinkler system shall be provided throughout all buildings with a Group R fire area. The fire alarm vendor will supply a fire alarm narrative. • 907.2.9 Group R2 Fire alarm and smoke alarm systems.The building will have a new fire alarm and smoke alarm system installed on all floors. • The Fire Alarm Control Panel will be located next to the first floor rear entry door • A new graphic representation will be located next to the Fire Alarm control Panel (FACP). This panel will be an engraved label with 1"white letters on a red background"Fire Alarm Control Panel"and list zones in 1/2"lettering. • This fire protective signaling system (alarm control panel)will monitor the sprinklers and smoke detectors for the renovated space. 7of11 Code Review Thomas Douglas Architects Inc 126 King Street,Northampton,MA 196 Pleasant St. Northampton, MA 413-585-0641 ist floors R use, 2nd&3rd 250' 8o feet (3rd fl to 2nd fl exit) floors 1012.2 Handrail height The existing main stair from the first floor to the second floor is a"monumental stair. We propose to continue the use this monumental stair and we will extend the height of the existing handrails and guardrails to the proper height between 34"and 38".Section (B)3o7.3 Stairways allows the use of the existing stairway even though it does not meet requirements of new stairs under the code for new construction. Guardrails will be 42 inches tall. 1022 Exit Enclosures Interior exit stairways and interior exit ramps shall be enclosed with Fire Barriers constructed in accordance with 707. Exit enclosures shall have a fire resistance rating of not less than i hour where connecting less than 4 stories.This proposed project will have an exit stair less than 4 stories and will have fire resistance rated walls of 1 hour. 1022.4 Penetrations:This section requires that penetrations into and openings through an exit enclosure are prohibited except for required exit doors, equipment and ductwork necessary for independent ventilation or pressurization, sprinkler piping, standpipes, electrical raceway for fire dept communication systems and electrical raceway serving the exit enclosure and terminating in a steel box not exceeding 16 sq. inches.All of the penetrations in this exit enclosure will meet the above requirements. Stairway Doors: 1008.1.9.10,Fire Doors, Opening Protectives:715.4,1022.3,1022.4 Table 715.4 For a 1 hour rated fire barrier wall that is a shaft, exit enclosure, or exit passageway, the fire doors in this wall shall have a minimum rating of 1 hour.All doors in this monument stair will meet this requirement. ioz6.1 Exterior Exit Ramps and Stairs 1026.3:They shall be open on at least 1 side. 1026.5,1027.3 Location:They shall be at least io feet from a property line. Opening protectives are required for openings within io'horizontally and vertically. Existing windows within this distance will be changed to protected openings. 1208.2 Minimum Ceiling Height requirements Minimum required ceiling height:7'-6" If any room in a building has a sloped ceiling,the prescribed ceiling height for the room is required in lh of the area.Any portion of the room measuring less than 5 feet from the finished floor to the ceiling shall not be included in any computation of the minimum area thereof. 6 of 11 Code Review Thomas Douglas Architects Inc 126 King Street,Northampton, MA 196 Pleasant St. Northampton, MA 413-585-0641 • See drawings for STC wall details and ratings. Means of Egress Exits Required Exits Exits Exit Width Exit Width other required provided stair components .3"per .2"per occupant occupant Basement Floor i 1 36"min 36"min First Floor 1 1 36"min 36"min Second Floor 2 2 36"min 36" Section 1009.1 prescribes that the width of an interior stairway cannot be less than 44 inches 1009.1 Exception i allows a reduction in width to 36 inches if serving an occupant load of less than 50.The both egress stairs will serve an occupant load of less than 5o. The existing stair is 3'-5"wide. The new exterior stair is 3'-o"wide. 1118.2 Corridor Width The required corridor width for this project (with an occupancy of less than 50) is 36". Widths of corridors in this project vary, but the most narrow corridor in this project is 3'-8". 1018.4 Dead ends With an NFPA 9R automatic sprinkler system, dead end corridors are limited to 20 feet.This project does not have dead end corridors exceeding 20 feet. 1016.1 Travel Distance • Exit access travel distance (1016.1) 25o feet, but modified by 1021.2 below. This distance is the same for NFPA 13 and 13R systems. Travel With NO With sprinkler Proposed max travel Distance sprinkler System distance (1016.1) System R use, Bsmt & 250' 74 feet 5 of 11 Code Review Thomas Douglas Architects Inc 126 King Street,Northampton,MA 196 Pleasant St. Northampton, MA 413-585-0641 • Furnace room:Where any piece of equipment is over 400,000 BTU per hour input, a 1 hour fire separation or sprinklers are required. • Laundry rooms over ioo square feet:a 1-hour fire separation or sprinklers are required. Table 508.4 Required Separation of Occupancies • With a NFPA 13R sprinkler system and type 5B construction: • 420.2 Separation Walls:Walls separating dwelling units in the same building shall be constructed as fire partitions. • 709.1 Fire partitions,709.3,ioi8.i,Fire Resistance rating, • 1. Corridors: Corridor walls shall have a 1-hour rating because of the NFPA 13R system. The exception allowed by table 1018.1 is not in effect. • Dwelling unit and sleeping unit separations in buildings of type 2B, 3B and 5B construction shall have fire resistance ratings of not less than 1 hour in buildings equipped with an NFPA 13R automatic sprinkler system. • 712.3 Horizontal Assemblies,Fire resistance rating: • Dwelling unit and sleeping unit separations in buildings of type 2B, 3B and 5B construction shall have fire resistance ratings of not less than 1 hour in buildings equipped with an automatic sprinkler system. • Fire separations required between R use and R use: None Required • Interior Stairway enclosures. see Exit enclosures, 1022 below. 707.8 Penetrations:permitted by section 1022.4 1022.4 Penetrations into and openings through an exit enclosure are prohibited except for required exit doors, equipment and duct work necessary for independent ventilation or pressurization, sprinkler piping, standpipes, and electrical raceways serving the exit enclosure. 1207 Sound Transmission • 1207.2 Air-borne sound:Walls, partitions, and floor/ceiling assemblies separating dwelling units from each other or from public or service areas will be constructed to have required STC value of 50. See the construction drawings for code compliant assemblies. • 1207.3 Structure-borne sound: Floor/ceiling assemblies separating dwelling units from each other or from public or service areas will be constructed to have required impact insulation class (IIC) rating of not less than 50. See the construction drawings for code compliant assemblies. 4 of 11 Code Review Thomas Douglas Architects Inc 126 King Street,Northampton, MA 196 Pleasant St. Northampton,MA 413-585-0641 above grade.(502.1) Area Increase per floor from 506 Sprinklers&frontage o (new allowed) Proposed Areas by Floor, gross Basement: 1991 First Floor 2014 Second Floor 2057 Third Floor 1626 TOTAL 7,688 Proposed Height R2 space 3 story, 45'-4"tall Fire Resistive Required Types of Building Element Type 5B Construction,Table 601&602 Primary Structural o Frame Bearing walls, Exterior o Bearing walls, Interior o Nonbearing walls and o partitions, exterior Nonbearing walls and o partitions, interior Floor construction and o secondary members Roof construction and o secondary members 508.4 707.3.8 Separated Occupancies There is only one proposed type of occupancy in this building. There are no separated occupancies. 508.4.2:Allowable building area: 5o6.i Building area modifications:Building areas from Table 503 shall NOT be permitted to be increased due to frontage and sprinklers. FIRE SEPARATIONS: Table 508.2.5 Incidental Accessory Occupancies 3 of 11 Code Review Thomas Douglas Architects Inc 126 King Street,Northampton, MA 196 Pleasant St. Northampton, MA 413-585-0641 Fire and Smoke Alarm&Detection • A manual fire alarm system and an automatic smoke detection system will be installed throughout the building. • An independent Fire Alarm Vendor will supply the final alarm plans and device specifications. Seismic Zone • See structural code review According to the IEBC this renovation is being reviewed as: Prescriptive Compliance Method, Chapter 3 303 Alterations:Alterations to any building or structure shall comply with the requirements of the IBC code for new construction. 303.3 Existing Structural elements: see attached structural review. Maximum Allowable Height/Area (section 503-506) • Section 504.2,Automatic sprinkler increase, states that for Group R buildings equipped throughout with an approved sprinkler system in accordance with Section 903.3.1.2 (an NFPA 13R system)the maximum building height is increased by 20 feet and maximum number of stories is increased by 1 story but shall not exceed 4 stories and 6o ft. • Section 506.3 does not allow an area increase for 13R systems. Type 5B construction allows a building up to 7,000 square feet per floor.The largest floor of this building is 2,057 square feet and complies with maximum areas. • The total allowable building area is calculated using the formula in section 506.4.1. For buildings 3 stories or more above grade, multiply the allowable building area per story from 506.1 by 3. The calculation is:7,00o sq ft per story x 3= 21,000 square feet maximum building area.We propose a maximum building size of 7,688 square feet and complies with maximum areas. Maximum Allowable Height/Area Type 5B With NFPA 13R (section 503-506) Use: R.2 sprinklers Maximum Height Allowed 2 story, 4o feet Maximum Area Allowed PER 7,000 FLOOR Height Increase per 506 (new Sprinklers&frontage 3 stories, 6o feet allowed) Note:the basement does not count as a story 2 of 11 Code Review Thomas Douglas Architects Inc 126 King Street,Northampton,MA 196 Pleasant St. Northampton, MA 413-585-0641 CODE REVIEW December 13,2012 Revised 3/19/13 u6 King Street Apartments, Northampton, MA Applicable Building Code: MA 780 CMR Eighth Addition IBC, IEBC International EXISTING Building Code, 2009 ZONING DISTRICT: PROPOSED RENOVATIONS: PROJECT DESCRIPTION: • Renovate the existing multi-family residential building.Add 2 additional units to the existing building in the existing 3rd floor space.Add a new exterior rear egress stair with a roof. Relocate an existing 1g floor rear porch with egress stair. • Renovations of the building will include 1. All Floors: a. Remove non-fire rated acoustic tile ceiling and lighting, and all framed walls. Install new sheetrock walls and ceilings throughout. b. Install new paint, finish flooring,millwork c. Install new kitchen and bath cabinetry,plumbing and lighting. d. Install new electrical, plumbing, and HVAC system. e. Install new fire alarm systems f. Install new sprinkler system 2. Roof: a. Install a new dormers and repair existing framing. Use Groups,Section Sao • Rz. No Changes proposed Construction Type • 5B Sprinkler System • The entire building will be fully sprinkled with a NFPA 13 R system. • An independent Sprinkler Vendor will supply the final plan and system specifications. 1 of 11 discuss some construction details that may be problematic, including insulation, air sealing, unit and stairway fire separations, fire caulking and fire blocking. Please note that this project requires Construction Control (Mass code section 107.6). In addition to the architect and engineer's responsibilities, the contractor has the responsibilities detailed in section 107.6.3. "Construction Contractor Services: The actual construction of the work shall be the responsibility of the general contractor as identified on the approved building permit and shall involve the following: 1. Execution of all work in accordance with the approved construction documents. 2. Execution and control of all methods of construction in a safe and satisfactory manner in accordance with all applicable local, state, and federal statutes and regulations. 3. Upon completion of the construction, certification in writing to the registered design professional in responsible charge that, to the best of the contractor's knowledge and belief, construction has been done in substantial accord with section 107.6 and with all pertinent deviations specifically noted. The building official may require a copy of this certification." I will continue to review the permit application and plans once you provide this information. Respectfully, Louis Hasbrouck lV Building Commissioner City of Northampton (413) 587-1240 lhasbrouck@city.northampton.ma.us cc Charles Miller Tom Douglas Jacob Smith Michelle Sun Teh-Jing Sun and Feng Chin Sun • • f City of Northampton ' Massachusetts l ; DEPARTMENT OF BUILDING INSPECTIONS -S. ` 212 Main Street • Municipal Building omig "�9inoro0' Northampton, MA 01060 �sNW •,�� Scott Bousquet New England Plumbing and Heating Inc. 59 Bennett Road Wilbraham, MA 01095 March 18, 2013 126 King Street, 31B-114 Permit Application review Mr. Bousquet, I have received the permit application for work at 126 King Street. The application is not complete: `/• Sections 11 and 12 are blank. �/. The Worker's Compensation Insurance Affidavit is not filled out. The structural engineer is not listed in section 9. \I We require a construction control document from the structural engineer. 1/ We require verification from the Department of Public Works that the sprinkler main can be connected to the city water supply ("Water Availability"). Please contact the Water Department at(413) 587-1097 The valuation of the proposed work appears to be significantly less than industry standards. We request detailed estimates for the proposed work in accordance with Mass code section 109.3 Building Permit Valuations: "The applicant for a permit shall provide an estimated permit value at time of application. If, in the opinion of the building official,the valuation is underestimated on the application, the permit shall be denied, unless the applicant can show detailed estimates to meet the approval of the building official. Final building permit valuation shall be set by the building official." In the alternative, a cost of$120.00 per square foot of renovated space can be used for estimating purposes. More information is needed before we can finish reviewing the plans, including but not necessarily limited to: Fire protection: • Alarm system narrative ■/• Sprinkler and alarm system drawings Energy conservation: v• Thermal envelope information, including R values and window and door information (u values) in accordance with 2009 IECC section 402 �• HVAC system plans including duct work, controls, heat loss calculations and equipment sizing in accordance with 2009 IECC section 403 ✓ • Lighting information in accordance with 2009 IECC section 404 F,. Bk: 11092 Pg: 340 Zoning Board of Appeals-Decision City of Northampton Hearing No.: ZBA-2012-0029 Date: June 15, 2012 I,Carolyn Misch,as agent to the Zoning Board of Appeals,certify that this is a true and accurate decision made by the Zoning Board Administrator 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 (1404114,1X 1/1/tarA- The appeal period for residential findings granted by the Zoning Board of Appeals Zoning Administrator are thirty(30)days from the date of the decision. All appeals are heard by the full Zoning Board of Appeals. JUN 1 5 2012 July 17, 2012 I, Wendy Mazza. City Clerk of the City of Northampton. hereby certify that the above Decision of the Northampton Zoning Board of Appeals Zoning Administrator was filed in the Office of the City Clerk on June 15. 2012, that thirty days have elapsed since such . filing and that no appeal has been filed in thi- matter. Attest. ` A.:.Ai i City C1./k " GeoTMS®2012 Des Lauriers Municipal Solutions,Inc. .TT3ST: $AMPSHIRR, p REGISTER PATRICIA A. PLEA Bk: 11092 Pg: 339 Zoning Board of Appeals-Decision City of Northampton Hearing No.: ZBA-2012-0029 Date: June 15,2012 OI !iJjI I l JjijijIOII APPLICATION TYPE: SUBMISSION DATE: 12 Residential Finding I 6/15/2012 Bk: 11092Pg:339 Page:1 of 2 Recorded: 10/24/2012 12:45 PM Applicant's Name: Owner's Name: NAME: NAME: Thomas Douglas Architects SUN TEH-JING&FENG-CHIN SUN&TEH-J11N . ADDRESS: ADDRESS: 196 PLEASANT ST 126 KiNG ST TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: NORTHAMPTON MA 01060 NORTHAMPTON MA 01060 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413)585-0641 _ (413)582-9882 EMAIL ADDRESS: EMAIL ADDRESS: Site Information: Surveyor's Name: STREET NO.: SITE ZONING: COMPANY NAME: 126 KiNG ST CB(1001/ TOWN: ACTION TAKEN: ADDRESS: NORTHAMPTON MA 01060 Grant MAP: BLOCK: LOT: MAP DATE: SECTION OF BYLAW: 31B 1 114 1 001 Chapt 350-9.3(1)(D):Pre-existing TOWN: STATE: I ZIP CODE: Book: Pape: Nonconforming Structures or Uses May be 848 1 O��`� 2,86 0��—[ Changed,Extended or Altered with a PHONE NO.: FAX NO.: C14K-0 Finding from the Zoning Board of Appeals. EMAIL ADDRESS: NATURE OF PROPOSED WORK ZPA-4 TO 6 FAMILY HARDSHIP: CONDITION OF APPROVAL: FINDINGS: The designated Zoning Administrator granted the Finding based on the materials and graphics submitted with the application as revised on June 14. The Findings of the Board Administrator under Section 9.3 fora change to a pre-existing non-conforming ground floor residential use by renovation and expansion to six units maintaining the ground floor residence within a commercial district: 1.The Administrator found that the change would not be substantially more detrimental to the neighborhood than the existing nonconforming use on the lot. The existing use would would remain but could be converted to a by-right commercial use In the future. The addition of the handicap access would facilitate conversion to such uses. 2.The Administrator also determined that the new construction would not create any new violation of other zoning provisions;and does not involve a sign. The addition of parking spaces in the rear would provide parking that is not currently present noting that additional parking is not required. COULD NOT DEROGATE BECAUSE: FILING DEADUNE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 5/15/2012 6/9/2012 6/28/2012 REFERRALS IN DATE: HEARING DEADUNE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADUNE: 6/2/2012 8/19/2012 6/14/2012 6/28/2012 7/15/2012 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 5/31/2012 6/14/2012 6/14/2012 6/15/2012 SECOND ADVERTISING DATE: HEARING TIME VOTING DEADLINE DECISION DEADLINE: 8/7/2012 4:00 PM 9/12/2012 9/12/2012 MEMBERS PRESENT: VOTE Malcolm B.E.Smith votes to Grant MOTION MADE BY: SECONDED BY: OTE COUNT: 'DECISION: Malcolm B.E.Smith I1 Approved MINUTES OF MEETING: Available in the Office of Planning&Development. GeoTMS®2012 Des Lauriers Municipal Solutions,Inc. Bk: 11092 Pg: 338 Planning-Decision City of Northampton Hearing No.: PLN-2012-0041 Date:June 15, 2012 MINUTES OF MEETING: Available In the Office of Planning 8 Development L Carolyn Misch,as agent to the Central Business Architecture Committee,certify that this is a true and accurate decision made by the Central Business Architecture Committee and certify that a copy of this and all plans have been flied with the Board and the City Clerk on the date shown above. I certify that this decision has been mailed to the Owner and Applicant. Any issuance or denial of a permit by the Committee may be appealed to the Northampton Planning Board,by an applicant or other aggrieved party,provided such appeal has been filed within 21 days of the tiling of said decision with the City Clerk The Planning Board shall limit its consideration of such an appeal to considering errors of the Committee and shall need a two-thirds vote of its members to overturn the action of the Committee. JUN 1 5 2012 L._ July 9 2012 I Wendy Mazza City Clerk of the City of Northampton hereby certify that the above Decision of the Central Business Architecture Committee was filed in the Office of the City Clerk on June 15. 2012 that Twenty one days ave elapsed since such filing and no appeal has been filed in this matter. Attest._ C(�' City CJ.rk GeoTMS®2012 Des Lauriers Municipal Solutions,Inc. ,,�+I ATTEST: HAMPB ,ktb.4.4.- 7. li.keitedititi- PATAICIA A. PT,4A Bk: 11092 Pg: 337 Planning-Decision City of Northampton u ii Hearing No.: PLN-2012-0041 Date:June 15,2012 II II 1101 11111 I i 1 ��All III 2 .ss APPLICATION TYPE: SUBMISSION DATE: Bk: 11092Pg:337 Page: 1 of 2 Central Business Arch.District Perm! 5/30/2012 Recorded: 10/24/2012 12:45 PM Applicant's Name: Owner's Name: NAME: NAME Thomas Douglas Architects SUN TEH-JING&FENG-CHIN SUN&TEH-JIIN ADDRESS: ADDRESS: 196 PLEASANT ST 126 KING ST TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: NORTHAMPTON MA 01060 NORTHAMPTON MA _ 01060 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413)585-0641 (413)582-9882 EMAIL ADDRESS: EMAIL ADDRESS: Site Information: Surveyor's Name: STREET NO.: SITE ZONING: COMPANY NAME: 126 KING ST • CB(100)/ TOWN: ACTION TAKEN: ADDRESS: NORTHAMPTON MA 01060 Approved With Conditions MAP: BLOCK LOT: MAP DATE: SECTION OF BYLAW: 31B 114 001 156:CENTRAL BUSINESS ARCHITECTURE TOWN: STATE: I ZIP CODE: Book rags: n y.q REVIEW -91‘48.• Q S�q 338. _I PHONE NO.: FAX NO.: EMAIL ADDRESS: NATURE OF PROPOSED WORK Expansion of a building from four units to six units HARDSHIP: CONDITION OF APPROVAL: 1) The vinyl siding on the front of the facade shall be replaced with new siding to match the existing siding on the other sides of the building. 2). Prior to issuance of a building permit,the applicant shall revise drawings for the handicap ramp on the front such that it appears to be behind the porch so the porch maintains an appearance of being one level from the street Revised plans shall be reviewed by OPD staff and one CBAC member to confirm this design change. FINDINGS: The Central Business Architecture Committee approved the application for the expansion of the structure including the roof dormers and the front porch based on the revised plans submitted at the hearing. In granting approval the Committee found the project would include changes to a transitional residential structure and as such were In compliance with the standards for modifications to these types of structures. • COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 6/28/2012 6/7/2012 6/28/2012 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 5/31/2012 8/3/2012 6/14/2012 6/28/2012 7/6/2012 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 5/31/2012 6/14/2012 6/14/2012 6/15/2012 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 6/7/2012 5:35 PM 7/29/2012 7/29/2012 MEMBERS PRESENT: VOTE Asian Tierney votes to Grant Rick Klein votes to Grant Bruce Kr!viskey votes to Grant Bob Walker votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: 'DECISION: Asian Tierney Rick Klein 4 Approved with Conditions GeoTMS®2012 Des Lauriers Municipal Solutions,Inc. Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional Ifor work per the 8th edition of the SV°�. °W Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: 1126 Kind Street Renovations Date: 11 March 2013 Property Address: 126 Kind Street , Northampton, MA Project: Check one or both as applicable[X JNew construction X xisting Construction Project description: Demo the interior of the 4-apartment structure. Install 6 new apartments, Install new dormers, front porch, accessible ramp, and rear egress stair, Make modifications to the facade. [Thomas Douglas .. MA Registration Number: 8944 Expiration date: 8/30/13 ,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [ ] Entire Project X Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. ma's Enter in the space to the right a"wet"or electronic signature and seal: r�l .0 t ev. > i y 1413-585-0641 ;'-..�, d 1Clas @ tdouClasarchitects.corn p iPhone number: 14, �+tniNa.vd'"' Building Official Use Only Building Official Name: Permit No.: Date: Trial Version 10 09 2012 City of Northampton Massachusetts ;, ,.S [ DEPARTMENT OF BUILDING INSPECTIONS f0 . 272 Main Street. • Municipal Building Northampton, MA 01060 1 FE::'TOF: Louis Hasbrouck Fax: 413-587-1272 Chuck Miller Building Commissioner Phone: 413-587-1240 Assistant Commissioner SECONDARY CONSTRUCTION CONTROL DOCUMENT (For professional Engineers/Architects responsible for a portion of a controlled project) Project Title: 17,6 VA 4 r .t r Cabo 'A r+o t2. Date: 45P`i// Project Location:/7.4 tZ.wl x/06'0 Map: Parcel: Zone: Scope of Project: Gu r jet is 01-1,4.5 hI Woo crn*4 CI try -rw£_. In accordance with the Eighth edition Massachusetts State Building Code, 780 CMR Section 107.6: I, 146.0$ FT 444..r14 Mass. Registration# ''7 O • being a registered professional Engineer/Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Fire Protection [ ] Architectural [4tructural [ ] Mechanical [ ] Electrical [ ] Other(specify) for the above named project and that to the best of my knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable Laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed in accordance with the documents approved for the building permit. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory Completion of the above mentioned work. Signature andd Seal of Registered Profess.. a j`fi 1l Z�J �O JACC,E 4 k • CIVIL ,• /i0.4743© / Day of ri-1 20/3 • (seal) 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: 126 King Street,Northampton, MA 01060 Inquiry Made By: Michelle Sun 413-218-3800 Date of Inquiry: 3/20/13 Number of Type of Single Family Type of Private Units: 6 Unit(s): Apart. X Comm Ownership: Condo Multi-family Rental X (Annlicant to fill out the abovel Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 10" Material: Cast Iron Age: 1931 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 100 psi. If done attach results Size of Service Connection 6" Suggested Meter Size: N/A Fire Line Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. Connection for Fire Suppression System • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installat'•n shall be made with the Northampton Water Department with a minimum o 5 w rking days noti • All ork shall con . t. orthampton Water Department specifications. ti h.- David W. Sparks, Superintendent of Water Dept. Water Entry$200.00 Meter$ N/A Radio $N/A cc: Ned Huntley, Director cc: Louis Hasbrouck, Building Commissioner /116-j b Note: If this availability is for a new construction,it must be hand delivered to the Building Inspector. �1tVf Version1.7 Commercial Building Permit May 15,2000 4 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) . Independent Structural Engineering Structural Peer Review Required . Yes No 0 NERS AGENT OR CONTRACTOR APPLIES FOR BUILDING WHEN ��r DING PERMIT I, V as Owner of the subject property hereby authorize I v �i.� . . ..'0-!]i . ..kk..-t'11- L '.....E... v - -- ` 1. _, ... _ . . .. to act on my beh. in all matters rel ive to ork authorized y this buildin emit application. _.i. 3 Signature of Owner Date ■. I, SlAca_ ._ _c2 i../_ ._L,i_C,.',.-e.,1-________, ___.____ ___ ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. , C 1__, ./- /3_.f..1 v 4' !, P PrintNam r ._..�. ..,�. .�..._.�,.mK _.�,.�.,.��„ .�-- Signa f Owner/Agent Date -CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: C„© ail.c X5%1 u.(9 Not Applicable p-***----- __. Name of License Holder: ...,...5...<1....0 -6.1.2...... .-5..4„-V.. J?.! -........---.— -.. ti . License Number /1/4- Address Expiration Date ilk -4 3 2 7546 'igna ure Telephone SECTION 13-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 0 No c`=, The Commonwealth of Massachusetts r="'=4.` . '' Department of Industrial Accidents ' "'" Office of Investigations t- `, 600 Washington Street ..- :,..7 Boston, MA 02111 fy r, www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): J.l'IA) p`t i,l c, l ,I h c. _ p ✓Ltg�d j� , Address: 6 to.t I\d�U - \\/J\ C/} q 5� ' s City/State/Zip: V, Iwo 1 r�-w1 Cl)W� I Phone#: I 3 _ � Are 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 These sub-contractors have ship and have no employees 8. (i Demolition working for me in any capacity. employees and have workers' g Y P tY 9. ❑ Building addition [No workers'comp.insurance comp.insurance.$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions ❑Plumbing i d their i h officers have exercised 11. re 3.❑ I am a homeowner doing all work Plumbing P airs or additions 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' 13.0 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: -C 0 It A _ Policy#or Self-ins.Lic.#: C C. 501 ( , 7 g 0 /a 0 1 Expiration Date: ,/2,71/3 Job Site Address: / -Cc (C{mot^ City/State/Zip: / , y,!j/, Attach a copy of the workers' compens'afllon policy declaration page(showing the policy number and expirati. 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 co py of this statement may be forwarded to the Office of Investigations of the D • or insurance coverage verification. I do hereby certi und, t� d.pains na ties of perjury that the in mation provided above is true and correct. Sicnature: —,,,..0--' s Date: 3- 7 - / 3 dr Phone#: t ^ 5-6 ( i 5-6 1p Official use only. Do not write in this area,t e completed by city or town official - -City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/To n Clerk 4.Electrical Inspector �.Plumbing Inspector 6. Other Contact Person: Phone#: } Version 1.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF Ef!1 LOSEDSPACE) 9.1 Registered Architect: Not Applicable ❑ ._THOMAS �bovi(g.s , , Q q Name(Registrant): (/ t 1 16 _._r'LEA 5 ArT 5\ N 1712. N morn P Ton/ 1 Regissttltration Number Address _ D •_1 •12, __ _ �r�� V v Expiration Date 9t3g-i4s 0G L}1 • Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility I Address Registration Number f Signature Telephone Expiration Date Name Area of Responsibility _ _ Address Registration Number _ i i 1 Signature Telephone Expiration Date - I Name Area of Responsibility Address Registration Number i . Signature ___Telephone Expiration Date } Name Area of Responsibility I Address _ _ Registration Number i Signature Telephone Expiration Date 9.3 General Contractor W 1-- - ----- Not Applicable ❑ Company Name: I Responsible In Charge of Const lion m. Addsess- Signature 0 I 0 9 .. - Telephone , Version13 Commercial Building Permit May 15,2000 8. NOR`'HA1VIPTON�ZONING w ., Existing Proposed Required by Zoning , This column ti). filled in by Building Department Lot Size -,W —4 i (D L4 55. ,i [ E Frontage � yl ? t _ _ n Setbacks Front 13'-4'' (l3i . >�. . • Side L:110.$i R:?L� L: R:E8.8',1 { s , l�u , Rear y Building Height "� —�l Bldg.Square Footage :5725_.-----;1 S i ' %° ]7 is o .' Open Space Footage % ---- _ --_. a -- (Lot area minus bldg&paved ` 9i b'3 parking) ,�` _ i° j t i ; #of Parking Spaces Fill: � It (volume&Location) — '-------" A. Has a Special Permit/Variance/Finding ever been issued for/on the site? - NO 0 DONT KNOW 0 ` YES IF,YES, date issued: E I IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES IF YES: enter Books I Page = and/or Document# pi aJ 7,,i&` "p1 \ B. Does the site contain a brook, body of water or wetlands? NO ( DONT KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES (3 NO 0 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 a IF YES,then a Northampton Storm Water Management Permit from the DPW is required. • Version1.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE z' ,6 i S ) Interior Alterations ❑ Existing Wall Signs Demolition Repairs Additions ❑ Accessory Building❑ Exterior Alteration 0 Existing Ground Sign❑ New Signs❑ Roofing 0 Change of Use❑ Other❑ Brief Description ,,Enter a brief description here. 1- «. —etot-.�C'. „ Of Proposed Work Du {L & r€► aJCx.- ,., l , - - f i v Ac_ )'0 6 -(9A-14.6- SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ i 2A ❑ E Educational ❑ 2B ' I ❑ F Factory ❑ F-1 . ❑ F-2 ❑ -, 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential .1EI R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B I (53, U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: ° . _»�..._- COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING:RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: „,„_„„R 4.-._ .,,,_ .____.,.....w_ ».-... _ _._ Proposed Use Group: ._...».g,�.._..._.... .__»___,___.._. e_ Existing Hazard Index 780 CMR 34): __.._ -__..._....._ .__._._._ Proposed Hazard Index 780 CMR 34): __,__...____.. ____:..._ _._. SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION. OFFICE USE ONLY Floor Area per Floor(sf) 1 _ a 01 4 _. Sr _ _»I 2nd_ __ � 2"° 2...-T ., 47_____. ._. 4 n 4m Total Area(sf) Total Proposed New Construction s )w(P6. . Total Height(ft) Total Height ft _,..._ 11 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone Outside Flood ZoneD Municipal ❑ On site disposal system f Version1.7 Commercial Building Permit May 15,2000 Departmdituse only w City of Northampton Status of'ermrt tt 4 r `�` z k 2 I Building Department Ogitry ut/Dq,eway Permits ! 9 212 Main Street SewerISepttcAvatlabilrty -: s Room 100 UltatcfUliellICvartabifit ; DEPT.OF B,,,i.UIN ,P..PLCTIONS �s i� � 41. NORTHAMPTON,MA 01060 Northampton, MA 01060 Ty/c4:00ts of S'octl Fa Plans'r . iv phone 413-587-1240 Fax 413-587-1272 Ploti5ite Plans' Other Specify • APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION This section to be completed by office 1.1 Property Address: I )—(9 I <1 VIA s Map Lot Unit ) ()1(4kilakIjf 4ePrl ■ in -. Zone Overlay District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record • -..T._e__\11_7_3-1,r1:y5.___\!1___,S,___r_:_-.c„,.1,5.01:1(C,SvuA L,_,92...3,_CArk.e.S.111._C._C,__1). ..:g. _.)--....,0„,,, PO.,...JIAtizAdLovy-__ . Name(Print) Current Mailing Address: Signature - Telephone 2.2 Authorized Anent: _ .__ /SO(.."'S Current M " aihn Address Name(Print) � C F�� _. ;.�,._.. _ .....�b....,..._.,..,_,_._______._A.,_...._. o- _ __.._._._.. _... Signature Gr Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS' Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant • 1. Building (a)Building Permit Fee 2. Electrical a- - (b)Estimated Total Cost of O /0--t.7-0 Construction from (6) -._... _—_ ..,_..,_ __..... 3. Plumbing : Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection ................2.._.a.;..$ ....._.... ..... 6. Total=(1 +2+3+4+5) \3 / 3 � 3 ,5-0 Check Number /14 '/) 7g9-- This Section For Official Use Only Building Permit Number Date. - Issued Signature: Building Commissioner/Inspector of Buildings Date File#BP-2013-0777 G r APPLICANT/CONTACT PERSON NEW ENGLAND PLBG&HTG INC ADDRESS/PHONE 59 BENNETT RD WILBRAHAM (413)596-9566 114 , <o P);Th:,Us A CMI l S PROPERTY LOCATION 126 KING ST MAP 31B PARCEL 114 001 ZONE CB(100)/ ��*� N'�(. � KN i THIS SECTION FOR OFFICIAL USE ONLY: era. -/,�, 'TV: (770 r) (vets PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATEi (ri`E f} ZONING FORM FILLED OUT Fee Paid V Building j/j_Permit Filled out I) \ i),Ct./' Fee Typeof Construction: CONVERT 4/FAMILY TO 6 d New Construction �rN Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License „ . o p��, 3 sets of Plans/Plot Plan �GJ' N FNeiG/kr)' 4y THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON S"co1T 66 v,51kkci INFORMATION PRESENTED: (/Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ tOgRAf , MA Intermediate Project: Site Plan AND/OR Special Permit With Site Plan 609 y Major Project: Site Plan AND/OR Special Permit With Site Plan Cni,P`k L" ZONING BOARD PERMIT REQUIRED UNDER: § L(` t1,I 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 Demolition Delay l Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 126 KING ST BP-2013-0777 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31B- 114 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:renovation BUILDING PERMIT Permit# BP-2013-0777 Project# JS-2013-000774 Est.Cost: $313850.00 Fee: $1882.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NEW ENGLAND PLBG & HTG INC_ Lot Size(so.ft.): 6577.56 Owner: SUN TEH-JING&FENG-CHIN SUN&TEH-JIIN CHAO Zoning: CB(100)/ Applicant: NEW ENGLAND PLBG & HTG INC AT: 126 KING ST Applicant Address: Phone: Insurance: 59 BENNETT RD (413) 596-9566 WC W I LB RAHAM MA01095 ISSUED ON:5/6/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:CONVERT 4 FAMILY TO 6 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 5/6/2013 0:00:00 $1882.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner