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17C-229 (5)
' Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the constructilln activity governed by this Building Permit shall be disposed of in a properfy licensed solid waste disposal f acility, as defined by MGL c 111, S I 5110A. Address of the work: /V. /14#4 PCX The debris will be transported by: rz, 15o vr1,PVv The debris will be received by: Building permit number: Name oflPermit Applicant Date Signature of Permit Applicant The Colnitionwealth of Massachusetts Departittent of hidustrialAccidents Office of Investigations I Con-l-ess Street, Suite 100 0 Boston,AM 02114-2017 wwiv.tnass.gov1dia Workers' Compensation Insurance Affidavit: Build ers/Contractors/Elec tricians/Plu mbers Please Prilit Legibly A nu t) i e au n orma ton k H t I f, t 19M i V(PAName (Bu.�iness/orgviizatior,/'I,,idividual): ;qVG X Address,o City/State/ dAe"t-o, Phorie#: 04 L+---A�f- Are you ait employer?Check the appropriate box: Type of project(required): 4. M I am a aen cral contractor and I D I am a employer with 6. [],.New construction -/- employees(full and/or part-time).* have hired the sub-contiactors I. I am a sole proprietor or pirtner- listed on the attached sheet. 7.19Remodelimc, ship and have no employees These sub-con'tractors have 8. F-1 Demolition working for rne in any capacity. employees and have workers' 9. F�Building addition [No workers'comp. insurance comp.insurance.: required.1 5. We are a corporation and its 10.El Electrical repairs or additions exercised their 3 1 am a homeowner doin all 1 work officers have e 11,F-1 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12TJ Roof repairs insurance required.]t c. 152,§1(4), and we have no 13�El Other employees. [No workers' comp.msurance requilred.] *A.ny applicant that checks box#I must also fill out the section below showing their workers'compensation poNcv 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.ihowing the name ofthe sub-contractors and state whether or not those entities have employees, Ifthc sub-contrzictors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers I conzpensation insurancefor my employees. Below is thepolicy andjoh site Information. Insurance Company Name: Policy#or Self-ins.Lic.4: Expiration Date: Job Site Address: City/State/zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisorirrient,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. ;'7(dohereb cerd derthe ainsandeenalties �r*2 that the information provided above is true and correct. a tLIre. ture: Eh,one 7Fof ficial use only. Do not write in this area,to be completed by city or town official City or Town: Perm it[License Issuing Aouethnority(circle one): 1, l3oard of I-lealth 2.Building)Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person:_ Phone 9: _ ......_ ----------- City of Northampton Massachusetts ' DEPARTMENT OF BUILDING INSPECTIONS . 212 Main Street • Municipal Building Northampton, MA 01060 INSPECTOR Louis Hasbrouck Fax:413-587-1272 Chuck Miller Building Commissioner Phone: 413-587-1240 Assistant Commissioner SECONDARY CONSTRUCTION CONTROL DOCUMENT (For professional EngineerslArchitects responsible fora portio n of a controlled project) is m� Project Title: Date: 3 Project Location `s Map: Parcel: Zone: Scope of Project. In accordance with the Eighth edition Massachusetts State Building Code, 780 CMR Section 107.6: Mass. Registration# _ t' being a registered professional Engineer/Architect hereby CERTIFY that I have prepared or directly supervised i the preparation of all design plans, computations and specifications concerning: [ ] Fire Protection Architectural [ ]Structural [ ] 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. vg.En ARC,- Signature and S, 1 of Registered`Ppfessional 50231 -r <`, '` ` SPELBURNE FALLS MA Day of � a� 20 f C1}I OF MpS� (seal) Final Calculations - Hazen-Williams REDHAWK FIRE AND SECURITY Page 8 28 NORTH MAPLE ST Date Node1 Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf U01 1.667 0.0 6 L 9.0 50.000 120 26.802 to 0.0 9.000 0.722 UO2 0 189.76 6.065 0.0 59.000 0.0016 0.096 Vel= 2.11 UO2 0 0.0 8 2L 26.0 250.000 120 27.620 to G 4.0 65.000 0.0 UO3 0 189.76 7.981 T 35.0 315.000 0.0004 0.135 Vel= 1.22 UO3 0 0.0 10 0.0 100.000 120 27.755 to 0.0 0.0 0.0 U04 0 189.76 10.02 0.0 100.000 0.0001 0.014 Vel= 0.77 U04 0 H250-189.76 10 0.0 250.000 120 27.769 to 0.0 0.0 -1.299 U05 3 0.0 10.02 0.0 250.000 0 -0.001 Vel=0 0.0 U05 0.0 26.469 K Factor=0 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams REDHAWK FIRE AND SECURITY Page 7 28 NORTH MAPLE ST Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe " ''' Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf T08 13.917 15.86 1.25 T 6.0 3.708 120 8.720 to 0.0 6.000 0.0 A04 13.917 31.01 1.38 0.0 9.708 0.0770 0.748 Vel= 6.65 A04 13.917 91.71 2 0.0 8.125 120 9.468 to 0.0 0.0 0.018 A05 13.875 122.72 2.157 0.0 8.125 0.1115 0.906 Vel= 10.77 0.0 A05 122.72 10.392 K Factor= 38.07 T09 13.875 15.86 1 0.0 9.833 120 8.745 to 0.0 0.0 0.0 T10 13.875 15.86 1.049 0.0 9.833 0.0847 0.833 Vel= 5.8 T10 13.875 16.60 1.25 T 6.0 3.708 120 9.578 to 0.0 6.000 0.0 _A0513.875 32.46 1.38 0.0 9.708 0.0838 0.814 Vel= 6.96 A05 13.875 122.72 2 0.0 8.125 120 10.392 to 0.0 0.0 0.018 A06 13.833 155.18 2.157 0.0 8.125 0.1722 1.399 Vel 0.0 A06 155.18 11.809 K Factor= 45.16 T11 13.833 16.90 1 0.0 9.833 120 9.956 to 0.0 0.0 0.0 T12 13.833 16.9 1.049 0.0 9.833 0.0954 0.938 Vel= 6.27 T12 13.833 17.68 1.25 T 6.0 3.708 120 10.894 to 0.0 6.000 0.0 A06 13.833 34.58 1.38 0.0 9.708 0.0943 01.915 Vel= 7.42 A06 13.833 155.18 2 T 12.307 8.125 120 11.809 to 0.0 12.307 0.0 A07 13.833 189.76 2.157 0.0 20.432 0.2498 5.103 Vel= 16.66 A07 13.833 0.0 3 2E 18.815 65.000 120 16.912 to 2T 40.319 59.134 -5.053 A08 25.500 189.76 3.26 0.0 124.134 0.0334 4.148 Vel= 7.2 A08 25.500 0.0 6 2E 28.0 113.250 120 16.007 to T 30.0 58.000 0.0 A09 25.500 189.76 6.065 0.0 171.250 0.0016 0.278 Vel= 2.11 A09 25.500 0.0 6 T 30.0 19.333 120 16.285 to E 14.0 44.000 7.489 RTi 8.208 189.76 6.065 0.0 63.333 0.0016 0.104 Vel= 2.11 0.0 RTi 189.76 23.878 K Factor= 38.83 - -_ 'RISER RT1 8.208 189.76 6 0.0 4.125 120 23.878 to 0.0 0.0 1.787 RB1 4.083 189.76 6.065 0.0 4.125 0.0015 0.006 Vel= 2.11 RB1 4.083 0.0 6 Eql 47.0 1.542 120 25.671 to 0.0 47.000 0.667 RB2 2.542 189.76 6.065 0.0 48 542 0.0016 0.079 Vel= 2.11 R132 2.542 0.0 6 G 3.0 0.875 120 26.417 Opk to 0.0 3.000 0.379 U01 1.667 189.76 6.065 0.0 3.875 0.0015 0.006 Vel= 2.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams REDHAWK FIRE AND SECURITY Page 6 28 NORTH MAPLE ST Date A Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 T10 16.60 9.578 K Factor= 5.36 S11 13.583 5.60 16.90 1 2E 4.0 1.000 120 9.111 to T 5.0 9.000 -0.108 T11 13.833 16.9 1.049 0.0 10.000 0.0953 0.953 Vel= 6.27 0.0 T11 16.90 9.956 K Factor= 5.36 S12 13.583 5.60 17.68 1 2E 4.0 1.000 120 9.966 to T 5.0 9.000 -0.108 T12 13.833 17.68 1.049 0.0 10.000 0.1036 1.036 Vel= 6.56 0.0 T12 17.68 10.894 K Factor= 5.36 *LINES T01 14 14.82 1 0.0 9.833 120 7.134 to 0.0 0.0 0.0 T02 14 14.82 1.049 0.0 9.833 0.0747 0.735 Vel= 5.50 T02 14 15.53 1.25 T 6.0 3.708 120 7.869 to 0.0 6.000 0.0 A01 14 30.35 1.38 0.0 9.708 0.0741 0.719 Vel= 6.51 A01 14 0.0 2 0.0 8.125 120 8.588 to 0.0 0.0 0.0 A02 14 30.35 2.157 0.0 8.125 0.0084 0.068 Vel= 2.66 0.0 A02 30.35 8.656 K Factor= 10.32 T03 14 14.87 1 0.0 9.833 120 7.192 to 0.0 0.0 0.0 T04 14 14.87 1.049 0.0 9.833 0.0753 0.740 Vel= 5.52 T04 14 15.60 1.25 T 6.0 3.708 120 7.932 to 0.0 6.000 0.0 A02 14 30.47 1.38 0.0 9.708 0.0746 0.724 Vel= 6.54 A02 14 30.35 2 0.0 8.125 120 8.656 to 0.0 0.0 0.018 A03 13.958 60.82 2.157 0.0 8.125 0.0305 0.248 Vel= 5.34 0.0 A03 60.82 8.922 K Factor= 20.36 T05 13.958 15.08 1 0.0 9.833 120 7.420 to 0.0 0.0 0.0 T06 13.958 15.08 1.049 0.0 9.833 0.0772 0.759 Vel=5.60 T06 13.958 15.81 1.25 T 6.0 3.708 120 8.179 to 0.0 6.000 0.0 A03 13.958 30.89 1.38 0.0 9.708 0.0765 0.743 Vel= 6.63 A03 13.958 60.82 2 0.0 8.125 120 8.922 to 0.0 0.0 0.018 A04 13.917 91.71 2.157 0.0 8.125 0.0650 0.528 Vel= 8.05 0.0 A04 91.71 9.468 K Factor= 29.80 T07 13.917 15.15 1 0.0 9.833 120 7.954 A"w to 0.0 0.0 0.0 T08 13.917 15.15 1.049 0.0 9.833 0.0779 0.766 Vel= 5.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 EOD REDHAWK FIRE AND SECURITY Page 5 28 NORTH MAPLE ST Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe `* "*` Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf *HEADS - S01 13.333 5.60 14.82 1 T 5.0 0.667 120 7.000 to 0.0 5.000 -0.289 T01 14 14.82 1.049 0.0 5.667 0.0746 0.423 _ Vel= 5.50 - 0.0 T01 14.82 7.134 K Factor-=-5.55 S02 13.333 5.60 15.54 1 T 5.0 0.667 120 7.696 to 0.0 5.000 -0.289 T02 14 15.54 1.049 0.0 5.667 0.0815 0.462 Vel- 5.77 0.0 T02 15.54 7.869 K Factor= 5.54 S03 13.333 5.60 14.87 1 T 5.0 0.667 120 7.055 to 0.0 5.000 -0.289 T03 14 14.87 1.049 0.0 5.667 0.0752 0.426 Vel= 5.52 0.0 T03 14.87 7.192 K Factor= 5.54 - SO4 13.333 5.60 15.60 1 T 5.0 0.667 120 7.756 to 0.0 5.000 -0.289 T04 14 15.6 1.049 0.0 5.667 0.0821 0.465 Vel=-5.79- - 0.0 T04 15.60 --- - 7.932 K Factor= 5.54 -- -- -- -- --- - S05 13.333 5.60 15.08 1 T 5.0 0.667 120 7.253 to 0.0 5.000 -0.271 T05 13.958 15.08 1.049 0.0 5.667 0.0773 0.438 Vel= 5.60 -- 0.0 T05 15.08 - _ - 7.420 K Factor 5.54 -- S06 13.333 5.60 15.81 1 T 5.0 0.667 120 7.972 to 0.0 5.000 -0.271 T06 13.958 15.81 1_049 0.0 5.667 0.0843 0.478 Vel= 6.87 - _-- 0.0 T06 15.81 8.179 -K Factor= 5.53 -- - -- S07 13.583 5.60 15.15 1 2E 4.0 1.000 120 7.3 to T 5.0 9.000 -0.145 T07 13.917 15.15 1.049 0.0 10.000 0.0778 0.778 Vel -5.62 0.0 T07 15.15 -- __ 7.954 K Factor= 5.37 - - - S08 13.583 5.60 15.86 1 2E 4.0 1.000 120 8.01 to T 5.0 9.000 -0.145 T08 13.917 15.86 1.049 0.0 10.000 0.0847 0.847 Vel= 5.89 0.0 T08 15.86 - -- 8.720 K Factor 5.37 - - - - S09 13.583 5.60 15.86 1 2E 4.0 1.000 120 8.024 to T 5.0 9.000 0.126 T09 13.875 15.86 _ 1.049 0.0 10.000 0.0847 0.847 Vel= 5.89 0.0 T09 15.86 - 8.745 K Factor= 5.36 S 10 13.583 5.60 16.60 1 2E 4.0 1.000 120 8. Awk to T 5.0 9.000 -0.126 T10 13.875 16.6 1.049 0.0 10.000 0.0921 0.921 Vel= 6.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Flow Summary - NFPA 2007 REDHAWK FIRE AND SECURITY Page 4 28 NORTH MAPLE ST Date 'w SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure U04 59.0 58 920.0 58.745 439.76 27.769 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes S01 13.333 5.6 7.0 14.82 S02 13.333 5.6 7.7 15.54 S03 13.333 5.6 7.05 14.87 SO4 13.333 5.6 7.76 15.6 S05 13.333 5.6 7.25 15.08 S06 13.333 5.6 7.97 15.81 S07 13.583 5.6 7.32 15.15 S08 13.583 5.6 8.02 15.86 S09 13.583 5.6 8.02 15.86 S10 13.583 5.6 8.78 16.6 S11 13.583 5.6 9.11 16.9 S12 13.583 5.6 9.97 17.68 T01 14.0 7.13 T02 14.0 7.87 A01 14.0 8.59 Oelk T03 14.0 7.19 T04 14.0 7.93 A02 14.0 8.66 T05 13.958 7.42 T06 13.958 8.18 A03 13.958 8.92 T07 13.917 7.95 T08 13.917 8.72 A04 13.917 9.47 T09 13.875 8.74 T10 13.875 9.58 A05 13.875 10.39 T11 13.833 9.96 T12 13.833 10.89 A06 13.833 11.81 A07 13.833 16.91 A08 25.5 16.01 A09 25.5 16.29 RT1 8.208 23.88 RBI 4.083 25.67 RB2 2.542 26.42 U01 1.667 26.8 UO2 0.0 27.62 UO3 0.0 27.75 U04 0.0 27.77 250.0 U05 3.0 26.47 OOW Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary REDHAWK FIRE AND SECURITY Page 3 28 NORTH MAPLE ST Date Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with`. The fittings marked with a'show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a'will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Water Supply Curve C REDHAWK FIRE AND SECURITY Page 2 28 NORTH MAPLE ST Date City Water Supply: Demand: Cl -Static Pressure : 59 D1 - Elevation 5.775 C2- Residual Pressure: 58 D2-System Flow : 189.764 D2- System Pressure : 27.7769 69 C2- Residual Flow 920 Hose( Demand) :250 D3- System Demand :439.764 Safety Margin 30.976 150 140 130 P 120 R 110 E 100 S90 S 80 U 70 C1 e C2 R 60 E 50 40 30 D 20 D3 10 VDI 100 200 300 400 500 600 700 800 900 FLOW (N^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 REDHAWK FIRE AND SECURITY Page 1 28 NORTH MAPLE ST Date HYDRAULIC CALCULATIONS for Project name: 28 NORTH MAPLE ST Location: 28 NORTH MAPLE ST, FLORENCE, MA Drawing no: Date: 10-16-14 Design Remote area number. 1 Remote area location: VESTEBULE&GALLERY Occupancy classification: LIGHT HAZARD Density: .1 -Gpm/SgFt Area of application: ENTIRE AREA-SgFt Coverage per sprinkler. 14080-SgFt Type of sprinklers calculated. RELIABLE F3QR DRY PENDENT No.of sprinklers calculated. 12 In-rack demand. -GPM Hose streams: 250-GPM Total water required(including hose streams): 439.764-GPM @ 27.7687- Psi Type of system: DRY Volume of dry or preaction system: -Gal Water supply information Date: 10-16-2014 Location: 28 NORTH MAPLE ST Source: NORTHAMPTON WATER DEPARTMENT Name of contractor. REDHAWK FIRE AND SECURITY Address: 92 SOUTH STREET/ /HOPKINTON, MA. 01748 Phone number. (508)478-8080 Name of designer: Authority having jurisdiction: Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Z S N„ A4W&L1 J;'" _ _ _ Fire Protection by Computer Design REDHAWK FIRE AND SECURITY 92 SOUTH STREET HOPKINTON, MA. 01748 (508)478-8080 Job Name 28 NORTH MAPLE ST Drawing — Location 28 NORTH MAPLE ST, FLORENCE, MA Remote Area 1 Contract Data File CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING { Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO ® DONT KNOW O YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ® DON'T KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO ® DON'T KNOW O 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 O NO 0 Front fac--d° Ic---tl: nl±,focts° AOsf to be re-moved, Maple .,.. k,,,...,. �ig„�.y�, IF YES, describe size, type and location: and Main (2), 6sf total-to remain, JM Antiques, 9sf-to remain; South facade: Artifacts signage, 28sf-to be removed D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO IF YES, describe size, type and location: Front facade (east)Salmon Studios signage,40sf-NEW; Sni ith far_.aria- Salmnn Sti iriinc sinnanp 9Rcf-NFW 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 ® NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations m Existing Wall Signs m Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs m Roofing❑ Change of Use m Other m Brief Description Construction of an interior vestibule (sprinklered, electrified) a freestanding corridor wall, Of Proposed Work: installation of 2 interior roll top doors d n w exterior signage. 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 ❑ 113 ❑ B Business 2A ❑ E Educational ❑ 213 ❑ F Factory ® F-1 m F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 36 m M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ® S-1 © S-2 ❑ 513 ❑ U Utility ❑ Specify: M Mixed Use m Specify: Non-separated mixed use (B, F-1, M & S-1) p S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: B,M& S-1 Proposed Use Group: B, F-1, M & S-1 Existing Hazard Index 780 CMR 34): 2 Proposed Hazard Index 780 CMR 34): 3 SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1St 12,000 1St 0 2nd 2nd 3rd 3rd 4th 4th Total Area(sf) 12,000 Total Proposed New Construction(sf) 0 oiiiiiiJ Total Height(ft) 35 Total Height ft 35 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public m Private ❑ Zone Outside Flood Zone[Z] Municipal ® On site disposal system❑ 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 ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): .n 4- � ' �- Registration Number ?Q8 Address f (413) 773-5551 Expiration Date lure Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature �_ �� Telephone Expiration Date 9.3 General Contractor Not Applicable ❑ Company Name: Responsible in Charge of Construction Address Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 Department use only � NOV _ 3 2014 R City of Northampton Status of Permit: � Building Department Curb Cut/Driveway Permit - �- tions 212 Main Street Sewer/Septic Availability Electri No trm�p q MA o:;j 1 oso Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site 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 1.1 Pro erty Address: This section to be completed by office 28 Maple Maple Street Map Lot Unit FLorence,MA 01062 Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Southpaw Pro erties, LLC 28 Maple Street,FLorence,MA 01062 Name(Print) Current Mailing Address: (413)221-9717 Signature Telephone zed Agent: Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building $11,600.00 (a) Building Permit Fee 2. Electrical $1,000.00 (b) Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee Qf 4. Mechanical(HVAC) $4,550.00 769 5. Fire Protection 6. Total=0 +2+3+4+5) $17, 150 . 001 Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0518 APPLICANT/CONTACT PERSON SOUTHPAW PROPERTIES LLC ADDRESS/PHONE 28 NORTH MAPLE ST FLORENCE (413)221-9717 Q PROPERTY LOCATION 28 NORTH MAPLE ST MAP 17C PARCEL 229 001 ZONE SI(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out u x a Fee Paid Typeof Construction: CONSTRUCT INT VESTIBULE,CORRIDOR WALL,2 INT ROLL TOP DOORS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/PI n THE FOL ING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN R TON PRESENTED: proved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management D i lay 7-1 Sign ure 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. 28 NORTH MAPLE ST BP-2015-0518 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17C-229 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-2015-0518 Project# JS-2015-000982 Est. Cost: $17150.00 Fee: $102.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: Homeowner as Contractor Lot Size(sq.ft.): 16422.12 Owner: SOUTHPAW PROPERTIES LLC Zoning: SI(100)/ Applicant. SOUTHPAW PROPERTIES LLC AT. 28 NORTH MAPLE ST Applicant Address: Phone: Insurance: 28 NORTH MAPLE ST (413) 221-9717 O FLORENCEMA01062 ISSUED ON.11/10/2014 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT INT VESTIBULE,CORRIDOR WALL,2 INT ROLL TOP DOORS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType• Date Paid: Amount: Building 11/10/2014 0:00:00 $102.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner V;G Al GENERAL NOTES: 1. OCCUPANCY:EXISTING WAREHOUSE/GALLERY.SYSTEM DESIGNED TO LIGHT HAZARD PER 1 NFPA 13 2013 EDITION. 2. THERE IS AN EXISTING DRY SPRINKLER SYSTEM IN THIS BUILDING.RED HAWK TO ADD EXISTING RENTAL i PENDENTS UNDER CEILING IN NEW VESTIBULE. 3. SYSTEM HAS BEEN HYDRAULICALLY CALCULATED AT.20 GPM OVER 1950 SQ.FT w/250 GPM 1 EXlSTIN G RENTAL OUTSIDE HOSE STREAM.AREA HAS BEEN INCREASED BY 30%DUE TO DRY SYSTEM. _ SRaCE-I,175,1 - _ 1 4. ALL HANGERS ARE TO BE LOCATED AND SIZED IN ACCORDANCE WITH NFPA 13 2013 EDITION. - on+ 1 5. STRUCTURAL LOAD BEARING ANALYSIS OF THE FIRE SPRINKLER SYSTEM AND ITS RELATED STORAGE SPACE ae 1 COMPONENTS HAS NOT BEEN INCLUDED AS PART OF THIS CONTRACT. i 6. SEISMIC REQUIREMENTS ARE NOT REQUIRED FOR THE FIRE SPRINKLER SYSTEM IN THIS BUILDING PER ASCE 07-05 PARAGRAPH 13.1.4.(2),SEISMIC DESIGN CATEGORY B. --— - - - — 7. THIS AREA IS TO BE ADEQUATELY HEATED(ABOVE 40°)BY OWNER;PIPE IS FILLED WITH LIP-- I:T11IT1 I WATER AND MUST BE KEPT FROM FREEZING. 8. ELECTRICAL AND/OR ALARM WIRING IS NOT INCLUDED IN THIS CONTRACT.. a r, V N N I ® o GAUGE ESXPIASCTE I NG 3 4R!1E3N{TAL 1 I CEILING 13'4"A FF. SITE PLAN ® J WATER SUPPLY NOT TO SCALE TEST DATE: 10-16-2014 �— BY: NORTHAMPTON WATER 36, EXISTING e - - - -- -- DEPARTMENT '4q z^CAP ` STATIC:59 PSI o 'p RESIDUAL:58 PSI EXISTING RENTAL. EXISTING RENTAL FLOW:920 GPM sancE-3aosr SPACE-2HO,f ( ELEVATION:3'-0"RELATIVE TO NB 20 1 X 17-6" 1d 2 X 1T-6' 1 k GROUND FLOOR i' 1 '4J- I�1K ——IT71— Ertt � 50'-0' `\ RISER ROOM EXISTING 'TREET m FRONT GA;L ERY-B2017 Id STORAGE STORAGE 1 CEILING 13'�7'A F.F � FLOW '�O1 LTR t ErR ° DEPOT AVE ----. ..---...__-- ----- -- _.- - _---- I ——iFb——�•4 28 NORTH z 44 WI MAPLE ST 4 hl�-,u-1 12,500 SQ.FT. 8 -- — — ¢ ------ B. I . II I I I EXISTING RENTAL STGR-2003( �� SPACE-'855{ nF J3'x31'�11" FXICTtNC RFNTALI II _ $PACE :1F0,1 LOADING QC1c:x Rr1 EXISTING RISER DETAIL �, I 1. 6"FLG CLASS 52 DUCTILE IRON UNDERGROUND F-8"AFF _ O�4'� - 2 6"FLG OS&Y GATE VALVE 3. 6"RELIABLE MODEL C DRY VALVE(55 PSI STATIC TEST:4-9-14) Rat 4. GENERAL ELECTRIC 4"HP 1725 HP AIR COMPRESSOR FLOOR PLAN Rez ❑ 5. 6"SCH 40 PIPE TO SYSTEM F3-1 SCALE 3/1611 = 1 I-Off RISER DETAIL SCALE:3/4"=P-0" U01 a ASV.#DATE REVISION DA B RED HAWK SYMBOL LEGEND THIS DRAWING IS PREPARED BY RED HAWK FIRE.& SPRINKLER SYMBOLS CEILIN--OUT SECURITY FOR USE IN CONJUNCTION WITH THIS $ ��ST PROJECT AND IS FOR USE SOLELY WITH RESPECT TO MAPLE V 1 SYM CNT Sprinkler Ree u�- B HYDRAULIC REFERENCE NODE RED HAWK WORK ON SUCH PROJECT.RED HAWK Type MFG. MODEL# DR s— STYLE COLOR t C L K- NP7 ORIF. (SPA# ESCUT. WRENCH ® PIPE(L ABOVE FIMSH FLOOR(AFF) FIRE d SECURITY RETAINS ALL COMMON LAW. FLORENCE MA 01062 STATUTORY AND OTHER RESERVED RIGHTS • 6 RELIABLE F3QR QUICK DRY PEND CHROME 155° N/A 5.6 1" IYL" R5714 HB(DEEP) F3 D MAIN FABRICATION TAG INCLUDING COPYRIGHT.THIS DRAWING AND NEW VE�BULE /TAI BRANCHUNE FABRICATION TAG ASSOCIATED CALCULATIONS SHALL NOT BE USED BY Rem 6 EXIST. EXIST. QUICK PENDENT CHROME 155° N/A N/A N/A N/A N/A DEEP BELL N/A OTHERS ON OTHER PROJECTS OR FOR PERFORMANCE, SPRINKLER PLAN 0 LONGITUDINAL SEISMIC BRACE(IF REQUIRED) COMPLETION,OR ADDITION TO THIS PROJECT BY a w.�n s rswnw lOB X OTHERS EXCEPT BY AGREEMENT OF RED HAWK LATERAL SEISMIC HRACE(IF REQUIRED) JN WRITING AND WITH APPROPRIATE COMPENSATION Y f R C f0'1Y If f6 td 4-WAY SEISMIC BRACE(IF REQUIRED) TO SUCH. AB UIOII�oat 11CI W 1 nl 1 .�