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44-132 (2)
Chi of Xjorrt4amptan ,�lttsgttrlfusPfts ���:.., '✓ � � � •Y T INSPECTIONS �-ti ax a DEPARTMENT OF BUILDING 212 Main Street • Municipal Building drip 5�; Northampton, MA 01060 INSPECTOR Teresa Wong Neyhart, PE TNT Consulting 16 Kosior Drive Hadley, MA 01035 June 6, 2007 P n ,- Dear Teresa, The City of Northampton Building Department will accept your letter dated May 21, 2007 as part of the controlled construction documentation. That letter addresses the changes in use from S-2 to S-1 and the fire separation requirements and area limitations that result. We accept the area calculations and fire separation assembly plans submitted on May 21, 2007, to the extents that are detailed. We may request additional information on penetrations and opening protections. The center section of the building (business use) must be made accessible per 521 CMR (3.2, 5.0 definitions "public building"). It is my understanding that you have been in contact with the Architectural Access Board (AAB). They may grant a variance for the second floor area based on "impracticability", but there is a process that needs to be followed. The telephone number for the AAB is (800) 828-7222, and the forms requesting a variance are available on line. We will require a copy of correspondence from the AAB and a receipt from the Registry of Deeds showing that their decision has been recorded before we issue the final certificate of occupancy. Feel free to call if you have any questions. Our telephone number is 587-1240 and our office hours are Monday through Friday, 8:30 am to 4:30 pm, excepting that we close at 12:00 noon on Wednesdays. My email address is: ihasbrouck(a city northampton.ma.us. Thank you for your cooperation in this matter. Louis Hasbrouck � MA,4,� City of Northampton Local Inspector and Zoning Enforcement Ihasbroucka—city northampton.ma.us C r zwU c' Yiner Gary Wilson, owner David Garstka, contractor F_ City of Xnrt4amptiorn r ,�lRttssttrl�usrfts �w ,�� DEPARTMENT OF BUILDING INSPECTIONS a 212 Main Street • Municipal Building Northampton, MA 01060 Gary Wilson Captive Energy LLC P. O. Box 1101 Easthampton, MA 01027 May 22, 2007 44-132 Dear Gary, I have spoken to you twice recently regarding your new building at 474 Easthampton Road. Last week we had a discussion about the plumbing code requirements for the floor drains in the garage areas, and today you showed me plans of floor areas pitched to the drains. This building is subject to controlled construction as required by the Massachusetts State Building Code, 780 CMR, Chapter 1, §116. As such, we require a set of construction documents per §110.8. As the building plans are amended, additional construction documents must be submitted in accordance with §110.13. As the use group of substantial areas of the building has changed (from low hazard storage S-2 to moderate hazard storage S-1), the height and area limitations of the building have changed. These changes need to be reflected in the construction documents. Please submit an updated fire narrative (with notes on proposed fire separation assemblies) reflecting the change in use from S-2 to S-1. We need to send a copy to the fire department for approval. Additionally, please submit updated plans to reflect other changes in the building. Feel free to call if you have any questions. Our telephone number is 587-1240 and our office hours are Monday through Friday, 8:30 am to 4:30 pm, excepting that we close at 12:00 noon on Wednesdays. My email address is: Iasbrouck(Dcity.northampton.ma.us. Thank you for your cooperation in this matter. Louis Hasbrouck City of Northampton Local Inspector and Zoning Enforcement Ihasbrouck(city.northampton.ma.us 6c 0P I tt r • Pull Stations shall be double action type. Engraved labels (1"x1") numbering all smoke detectors for identification purposes installed on smoke detectors on main fire alarm system. Numbering sequence to be determined by Fire Department. • 5 lb ABC Fire extinguishers are needed located at exits. This shall be in compliance with NFPA relative to maximum travel distance. Appropriate signage in compliance with ADA should be located above. • Alarm verification must be active on all smoke detection zones. Paper needs to be provided show compatibility of burglar system and fire alarm system control equipment. • Fire Alarm work permit needs to be obtained for the project. Installation shall follow the Northampton Fire Department Fire Prevention Checklist and Installation Guide. •Page 2 Northampton £ Department Memorandum To: Tony Patillo From: Duane Nichols Date: November 27, 2006 CC: Brian Duggan - _;5 Re: 474 Easthampton Road, Wilson Plumbing - --- Secondary to a review of the plans submitted to me for review, I concur with the issuance of a building permit subject to the following conditions: • A Fire Department Emergency Access Key Box is required on the exterior of the structure near the entrance to control equipment; a red 120-candela strobe light that actuates upon an alarm condition is required above the Emergency Access Key Box. Fire Alarm Control panel or Fire Alarm Annunciator shall be located in the entrance door nearest the red 120-candela strobe light. • Engraved key tags are required for the keys in Emergency Access Key Box. • A graphic representation of the structure must be installed at the Fire Alarm Control Panel (FACP) and/or Fire Alarm Annunciator and/or Communicator. • The Fire Alarm Control Panel and Fire Alarm Annunciator must be labeled with red engraved signage with one-inch white lettering "Fire Alarm Control Panel' and/or "Fire Alarm Annunciator". Also engraved signage listing all fire alarm zone locations installed near panels. •Page 1 Basic Methodology of Design: The Architect Mr. James Bright of East Longmeadow has designed a single story type 5B construction building to service Captive Energy LLC needs. The building measures 50 feet deep by 120 feet long. The center of the structure will serve as the business type section consisting of offices within a 32 foot wide portion of the structure. This center office section is flanked on both sides by service bays with two large 12x 12 overhead doors. The center section will have a basement area that will be accessed by a set of stairs within the office area and a small roll-up door and entrance door on the rear of the structure. Essentially the basement is a walk out style. The exterior wall will be a 2x6 stud construction with full width roof trusses above. The center section will have a very small attic area formed by the use of attic trusses. This attic area is accessed by a set of stairs from the office area. The first floor measures 6000 sq. ft. The basement 1,543 sq. ft. and the attic 453 sq. ft. for a total square footage of 7,996 square feet. Please refer to the Architectural Drawing package for the total Building Code Review. Access: There is a street frontage area modification of 2% allowed, which allows for a total area of 8,640 square feet. The building is below this allowed square footage. The slope of the site drops off dramatically on both sides of the building, therefore emergency vehicular access will be at the front of the structure only. Even though the structure is designed with a walk-out basement access will be limited. Automatic Sprinkler System: Due to the size of the structure no sprinkler system is required as per section 904.2 of the State Building Code 780 CMR. Fire Protection Signaling System Based on 780 CMR section 917 a fire alarm system is not required but the owner has elected to install one. It will be integrated with the burglar alarm system. The system will meet the provisions of NFPA 72. The alarm notification panel will be installed on the left side within the entrance foyer. Pull stations shall be provided within the office area at the front entrance and will be located within 2 feet of the doorway. Each service bay entrance door will also have a pull station as well as the rear entrance door to the basement. A total of 4 pull station shall be provided. Each service bay area will have two horn strobe devices. The office area will be provided with two horn strobes also. Another will be installed in the basement area near the near door. Detection Devices: Each service bay will have two heat detectors. The office are will have both heat and smoke detectors in each office and in the common area. The detectors shall, upon activation, activate the alarm notification device panel as well as activate all visible and audible signals. Fire Extinguishers: The entire building will be provided with fire extinguishers. The owner wishes to review the type and proper placement of all extinguishers with the fire department prior to the issuance of the final certificate of occupancy. JAMES BRIGHT Architect 38 Baldwin St. East Longmeadow, MA 01028 413-525-6426 p 413-525-6427 f Wilson Plumbing and Heating Northampton, MA 780 CMR Massachusetts State Building Code—6t"Edition Size: 1St floor: 6,000 sq. ft. 2"d floor: 453 sq.ft. Basement 1,543 sq. ft. 7,996 401 Use Group: B&S-2 606 Type of Construction: 5B Table 503 Height and Area Limitations Area B 7,200 area limitation S-2 7,200 area limitation 506.2 Street frontage increase 340' building perimeter x.25 85 25% of building perimeter 120' building perimeter fronting on street -85 25% of building perimeter 35' building perimeter fronting on street above 25% 35 building perimeter fronting on street above 25% /340 building perimeter .10 excess frontage .10 excess frontage 2% .20 allowable increase 7,200 area limitation 1.20 8,640 increased area limitation Height B 2 stories, 30' S-2 2 stories, 30' 1014.11 Fire rating of interior stairs— 1 hr 521 CMR Architectural Access Board Rules and Regulations 28.1 Requires an elevator. To avoid installing an elevator an affidavit shall be filed with the Registry of Deeds that says the 2nd floor is closed to the public, that 2nd floor space is for use by employees only. 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A above boJ� elo�.,� ouJ ------------- --- -------- ------------- � �p�-1�►-------- zip ----- 12n -1- (l I ' esi (0 0 0 pp �. � VII� � sc� ►-� S��v� � �h C , L; e. LmQ c — M a�� Co de.. Ta b l�e 4 6© (c1 vi L la F4 q 3 L 0 L- -S ( So ' ) -t- 1,7 S i V� �►�h fi a-� 12.E�a-� Z-r- Q a_s �l� `' �oo � tea, 1 to 2. 1p Pf s/� '► 1 fop ckv'Y- t>1.. = � • 2S b oi--�-O m. e ywr d` 2 ?s 6) P�Si 11 'top DL 2 5 �- ''CA.8 1.o 0.cv Ty-a s5 e_S Page:2 Multi-Span Floor Beamt 2003 International Buildinq Code(01 NDS)1 Ver:6.00.81 By:Teresa Wong Neyhart P.E. ,TNT Consulting on: 11406-2006:9:00:52 PM Proiect:Wilson-Location:Main Carrying Beam Comparisons With Required Sections: Section Modulus(Moment): Sreq= 116.33 IN3 S= 171.50 IN3 Area(Shear): Areq= 49.95 IN2 A= 73.50 IN2 Moment of Inertia(Deflection): Ireq= 450.69 IN4 1= 1200.50 IN4 Multi-Span Floor Beam[2003 International Building Code(01 NDS)1 Ver:6.00.81 By:Teresa Wong Neyhart P.E. ,TNT Consulting on:11-06-2006:9.00:52 PM Proiect:Wilson-Location:Main Carrying Beam Summary: (3)1.75 IN x 14.0 IN x 24.6 FT(12.6+ 12)1 1.75"2.0E G-P Lam-Georgia Pacific Section Adequate By:47.1% Controlling Factor.Area/Depth Required 11.53 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Left Span Deflections: Dead Load: DLD-Left= 0.05 IN Live Load: LLD-Left= 0.16 IN=L1959 Total Load: TLD-Left= 0.21 IN=U736 Center span Deflections: Dead Load: DLD-Center- 0.03 IN Live Load: LLD-Center- 0.13 IN=U1088 Total Load: TLD-Center- 0.17 IN=U864 Left End Reactions(Support A): Live Load: LL-Rxn-A= 5274 LB Dead Load: DL-Rxn-A= 2221 LB Total Load: TL-Rxn-A= 7494 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 1.90 IN Center span Left End Reactions(Support B): Live Load: LL-Rxn-B= 14767 LB Dead Load: DL-Rxn-B= 7122 LB Total Load: TL-Rxn-B= 21889 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 5.56 IN Center span Right End Reactions(Support C): Live Load: LL-Rxn-C= 5058 LB Dead Load: DL-Rxn-C= 2047 LB Total Load: TL-Rxn-C= 7104 LB Bearing Length Required(Beam only,support capacity not checked): BL-C= 1.80 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 12.6 FT Left Span Unbraced Lenqth-Top of Beam: Lul-Top= 1.4 FT Left Span Unbraced Length-Bottom of Beam: Lul-Bottom= 12.6 FT Center span Length: L2= 12.0 FT Center span Unbraced Length-Top of Beam: Lu2-Top= 1.4 FT Center span Unbraced Length-Bottom of Beam: Lu2-Bottom= 12.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: U 240 Left Span Loading: Uniform Load: Floor Live Load: FLL-1= 60.0 PSF Floor Dead Load: FDL-1= 20.0 PSF Floor Tributary Width Side One: Trib-1-1= 8.0 FT Floor Tributary Width Side Two: Trib-2-1= 8.0 FT Beam Self Weight: BSW= 23 PLF Wall Load: Wall-1= 120 PLF Total Live Load: wL-1= 960 PLF Total Dead Load: wD-1= 440 PLF Total Load: wTA 1423 PLF Center span Loading: Uniform Load: Floor Live Load: FLL-2= 60.0 PSF Floor Dead Load: FDL-2= 20.0 PSF Floor Tributary Width Side One: Trib-1-2= 8.0 FT Floor Trlbgtary Width Side Taro: Tdb--2-2=- - - - -&0 - - FT Beam Self Weight: - - BSW= 23 PLF Wall Load: Wall-2= 120 PLF Total Live Load: wL-2= 960 PLF Total Dead Load: wD-2= 440 PLF Total Load: wT-2= 1423 PLF Properties For 1.75"2.0E G-P Lam-Georgia Pacific Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 2781 PSI Adjustment Factors:Cd=1.00 C1=0.98 Cf=0.98 FV: FV= 285 PSI Adiustment Factors:Cd=1.00 Design Requirements: Controlling Moment: M= -26958 FT-LB Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1,2 Controlling Shear: V= 9491 LB At a distance d from the right support of span 1 (Left Span) Critical shear created by combining all dead loads and live loads on span(s) 1,2 - A Roof Beam(2003 International Building Code(01 NDS)I Ver 6.00.81 By:Teresa Wong Neyhart P.E.,TNT Consulting on: 114)5-2006: 10:08:49 AM Project:Wilson Commercial-Location:Header Beam for Overhead Door Summary: (2)1.75 IN x 16.0 IN x 12.0 FT /1.75"2.0E G-P Lam-Georgia Pacific Section Adequate By-.43.6% Controlling Factor:Section Modulus/Depth Required 13.35 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.12 IN Live Load: LLD= 0.18 IN=U798 Total Load: TLD= 0.30 IN=U477 Reactions(Each End): Live Load: LL-Rxn= 5544 LB Dead Load: DL-Rxn= 3724 LB Total Load: TL-Rxn= 9268 LB Bearing Length Required(Beam only,support capacity not checked): BL= 3.53 IN Beam Data: -.Span: L= 12.0 FT Maximum Unbraced Span: Lu= 1.4 FT Pitch Of Roof: RP= 7 : 12 Live Load Deflect Criteria: L/ 240 Total Load Deflect Criteria: U 180 Roof Loading: Roof Live Load-Side One: LL1= 35.0 PSF Roof Dead Load-Side One: DL1= 20.0 PSF Tributary Width-Side One: TW1= 25.0 FT Roof Live Load-Side Two: LL2= 35.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 1.4 FT Roof Duration Factor. Cd= 1.15 Beam Self Weight BSW= 18 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 12.0 FT Beam Uniform Live Load: wL= 924 PLF Beam Uniform Dead Load: wD_ad'I= 621 PLF Total Uniform Load: wT= 1545 PLF Properties For 1.75"2.0E G-P Lam-Georgia Pacific Bending Stress: Fb= 29M PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 3208 PSI Adjustment Factors:Cd=1.15 CI=0.99 Cf=0.97 Fv': Fv'= 328 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 27804 FT-LB 6.0 It from left support Critical moment created by combining all dead and live loads. Controlling Shear. V= 7229 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 103.99 IN3 S= 149.33 IN3 Area(Shear) - - - Areq=- - 33.08 JN2 A= 56.00 IN2 Moment of Inertia(Deflection): Ireq= 450.35 IN4 1= 1194.67 IN4 Roof Beam[2003 International Building Code(01 NDS)1 Ver:6.00.81 By-Teresa Wong Neyhart P.E. ,TNT Consulting on: 11-05-2006: 10:10:43 AM Proiect:Wilson Commercial-Location: Header Beam for Passage Door Summary: (2)1.5 IN x 11.25 IN x 4.0 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:72.2% Controlling Factor.Section Modulus/Depth Required 8.57 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.01 IN=U4495 Total Load: TLD= 0.02 IN=L/2705 Reactions(Each End): Live Load: LL-Rxn= 1848 LB Dead Load: DL-Rxn= 1223 LB Total Load: TL-Rxn= 3071 LB Bearing Length Required(Beam only,support capacity not checked): BL= 2.41 IN Beam Data: Span: L= 4.0 FT Maximum Unbraced Span: Lu= 1.4 FT Pitch Of Roof: RP= 7 : 12 Live Load Deflect Criteria: U 240 Total Load Deflect.Criteria: U 180 Roof Loading: Roof Live Load-Side One: LL1= 35.0 PSF Roof Dead Load-Side One: DL1= 20.0 PSF Tributary Width-Side One: TW1= 25.0 FT Roof Live Load-Side Two: LL2= 35.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 1.4 FT Roof Duration Factor. Cd= 1.15 Beam Self Weight: BSW= 8 PLF Slope/Pitch Adiusted Lengths and Loads: Adiusted Beam Length: Ladj= 4.0 FT Beam Uniform Live Load: wL= 924 PLF Beam Uniform Dead Load: wD adi= 611 PLF Total Uniform Load: wT= 1535 PLF Properties For#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 135 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1002 PSI Adjustment Factors:Cd=1.15 C1=1.00 Cf=1.00 Fv': Fv'= 155 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 3071 FT-LB 2.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear. V= 1658 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 36.76 IN3 S= 63.28 IN3 - - - - -Area(Shear): Areq= 1-6=02 !N2 A= 33.75 IN2 Moment of Inertia(Deflection): Ireq= 23.68 IN4 1= 355.96 IN4 'o to'I L4+J 1015,-, ImP #'44 *01 rA sl a + 77- 71L 1-0 EA Tryam I Cl ')o r "I iii v �J High Temperature Solutions For a r Ion MA Global Markets FyreWrap EZ 1.5 Duct Insulation System Product Information Sheet FyreWrap Fire Protection Insulation MSDS FyreWrap MAX 2.0 Duct Insulation Single-Layer System FyreWrap MAX 2.0 Duct Insulation Single-Layer System is a high temperature insulation blanket specifically designed to provide a single layer,flexible fire-resistant enclosure for 1-and 2-hour rated kitchen exhaust ducts and chemical fume ducts. FyreW rap MAX 2.0 Duct Insulation is applied directly onto the duct surface.Three installation techniques are permitted based upon independent fire test lab results(see Product Information Sheet for full details). 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Insulfrax Marine Blanket is specifically designed(and US Coast Guard approved)to provide passive fire protection and thermal&acoustical insulation in marine applications. FyreWrap Fire Protection Insulation Products FyreWrap fire protection products are a range of high temperature insulation blanket materials specifically designed to provide a flexible fire-resistant wrap for ducts,plenums,shafts,chutes,etc. w_ FyreWrap fire protection products incorporate Insulfrax bio-soluble calcium-magnesium-silicate high t temperature insulation fibers,as core thermal insulation. Insulfrax fibers are recommended for continuous use at temperatures up to 1000°C(1832°F)and are characterized by,low thermal conductivity,low heat storage,excellent thermal shock resistance,light weight,and superior corrosion resistance.FyreWrap fire protection products therefore provide excellent thermal insulation in a flexible non-combustible blanket form. 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FyreWrap Fire Protection Insulation MSDS 1 Allr"AOe� Nigh Temperature Solutions For Global Markets FyreWrap 0.5 Plenum Insulation Plastic Pipe&Cable Wrap FyreWrap 0.5 Fire Resistant Plastic Pipe&Cable Wrap is a high temperature insulation blanket 1 . specifically designed to provide a single layer,flexible enclosure around combustible items located within fire-rated return air plenums. { ` New construction,building renovations or modifications to electrical and mechanical systems may result in the installation of plastic pipe or plastic-coated cables that cannot meet the minimum combustibility requirements defined in the Mechanical Code.FyreWrap 0.5 Fire Resistant Plastic - Pipe&Cable Wrap provides fire protection for these installed items by preventing flame propagation and smoke development in the plenum area. FyreWrap 0.5 Plastic Pipe&Cable Wrap Product Information Sheet FyreWrap Fire Protection Insulation MSDS FyreWrap 1.5 Duct insulation Ventilation Air Duct System FyreWrap 1.5 Duct Insulation is a high temperature insulation blanket specifically designed to provide a flexible fire-resistant enclosure for one and two hour rated kitchen exhaust(grease)ducts and HVAC ducts. FyreW rap 1.5 Duct Insulation provides proven tested fire resistance in lieu of constructing a traditional shaft wall enclosure. FyreW rap 1.5 Duct Insulation offers the following product features: • High Temperature,Bio-Soluble Insulation • Zero Clearance To Combustibles • 1-&2-hour Fire Endurance Rating • Lightweight,Flexible Product Form • Easy To Cut,Fabricate&Install Around Ducts • Standard Scrim Encapsulated Product Form For Durability&Resistance To Grease Absorption. Unfaced Blanket Optional. Typical FyreWrap 1.5 Duct Insulation Product Parameters: • Thickness 1.5in • 244n wide or 48in wide x 25 Linear Feet • Density 8pcf FyreWrap 1.5 Duct Insulation Product information Sheet FyreWrap Fire Protection Insulation MSDS FyreWrap EZ 1.5 Duct Insulation Single-Layer System FyreWrap EZ 1.5 Duct Insulation System is a new optimized single layer flexible enclosure for kitchen exhaust grease ducts and chemical fume ducts.It has a 1-and 2-hour fire-resistance rating, and can be installed with zero clearance to combustibles at all locations on the wrap. i FyreW rap EZ 1.5 Duct Insulation System provides proven tested fire protection in lieu of constructing a traditional shaft wall enclosure.This compact product provides fire protection with the f< thinnest lightest system available and results in significant weight,space and labor savings when compared to traditional gypsum shaft walls or competitive wrap systems.Typical Parameters: 1.5 in thickness,24in or 40in wide,x 25 linear feet,6pcf density.Standard covering is scrim encapsulated. 2 TE A 6 _e, Y. o -413 6 3-3 56 gR 16 75 x- rZ-5- :::7-- e,16�. y 21 J-3 V I L c 0, Ll 'Li i i L Dot-t 4,1's -17- S, 7z 2 r� IYT L 1 14 L C vZ. t- include this two-hour fire separation assembly rating within the framing. We wish to request the acceptance of the installation of a two-hour shaft wall system to the interior separation walls. Also, as the drawings will show, we are increasing the overall square footage of the `B" use in order for the mixed- use ratio formula to work. With this increase both a UL-301 two hour fire rated wall system will be constructed as well as a UL-505 2 hour fire rated ceiling system will be utilized. We are presently updating the plans to incorporate this change. We have attached some informational sheets regarding the shaft wall system that we will incorporate into the building. Also attached is an overview analysis of the use group review. We will provide further information to your department. If any specific information, which you feel, is necessary we will provide it to you. Again, thank you for your patience and understanding. Sincerely; OF TEPH C!N 'ar L .� i�i'OA3u'V�YHAfit I-- Teresa Wong NLyhaft, P.E. TNT Consulting Teresa Wong Neyhart,P.E 0 .R 207 TNT Consulting. 16 Kosior Drive Hadley, Ma. 01035 f, J May 21,2007 Commissioner Tony Patillo City of Northampton 212 Main Street Northampton,Ma. 01060 Re; Wilson Services Commercial Building Dear Commissioner Patillo; We wish to thank you for your patience regarding the limited Controlled Construction documentation to date for the Wilson's commercial building located at 474 Easthampton, Road. This has been unintentional, but we hope to remedy this with your receipt of this letter. TNT Consulting has been on site throughout the construction of this structure. All of the construction phases of this project to date results in a structure that meets the intent of the design documentation and the standards of the Massachusetts State Building Code 780 CMR, even though the contractor has taken the liberty to make on-site changes. The changes taken by the contractor does not alter the overall integrity of the structure. He has stipulated to us that his construction techniques follow the state code requirements. In lieu of dated on-site inspection reports and with the on site visits conducted by TNT Consulting to date that this letter will summarize the on-site visits that were performed. We request that the City of Northampton will accept this letter as a Controlled Construction document of the requirement for on-site documentation. Architect James Bright, who was involved with the initial design of this project, is now on a very limited time bases. The following will summarize the construction site visits that TNT Consulting did perform to date: • Excavation to ensure water level below footing depths. • Rebar placement in footings and foundation walls. • Seismic requirements • Rough framing • Fire penetrations and Fire ratings As you are aware, we will be submitting overall changes to the building use designation. The building was originally submitted as a S-2 use. We shall be re-submitting the building as a mixed use: B and S-1. Due to this change and the size of the existing structure a two-hour fire separation will be required between these uses. Since the building has been completely framed, it would be cost prohibited to alter the framing to 33. No haybales shall be used on-site. The applicant shall use straw bales, straw wattles or biodegradable filter socks in place of haybales. 34. Applicant shall place granite bollards or boulders every 20', beginning at Easthampton Road, along the 50' no touch zone line on the southern and eastern sides of the proposed building, and along the property line on the northern side of the proposed building. Granite bollards shall be placed at the corners where the east/west 50' no touch zone line turns sharply to the north, and where the north/south 50' no touch zone line connects to the east/west property line on the northern edge of the parcel. The granite bollards must be a minimum 6" x 6" and must be above ground a minimum of 18". The boulders must be a minimum of 2' in diameter. The applicant is responsible for the maintenance and replacement of all boulders or granite bollards. 35. The area beyond the 50' no touch zone line shall be a permanent no disturbance area and the vegetation shall be allowed to return to the natural state through natural succession 27. Soils exposed for periods greater than two months shall be stabilized with erosion control blankets and netting, a covering of straw mulch, or a temporary cover of rye or other grass to prevent erosion and sedimentation. Drainage ditches shall be stabilized and seeded with a native perennial grass mixture. Any stabilization materials such as jute netting shall be firmly anchored to prevent them from being washed from slopes by rain or flooding. Preference should be given to biodegradable materials. 28. All disturbed areas shall be graded, loamed and seeded, or stabilized with erosion control blankets or netting, and a covering of straw mulch prior to November 30, of each year. No disturbed areas or stockpiled materials will be left unprotected or without erosion control after this date. 29. No disposal of soils or other materials shall be allowed within: a 100-year floodplain; 40 feet of the 100-year floodplain elevation; any wetland; or any area within 100-feet of a wetland, unless such areas are specifically approved by the Commission, in accordance with 310 CMR 10.00, and City of Northampton Ordinances - Chapter 24 30. Ongoing conditions that shall not expire with the issuance of a Certificate of Compliance are as follows: #34 # 31. Upon completion of the work covered by this Order, the applicant shall submit an as-built plan, signed and stamped by a registered professional engineer or land surveyor, together with a written request for a Certificate of Compliance. The plan and written request shall specify any ways that the completed project differs from the plans referenced in the Order. The as-built plan shall include, at a minimum, and as applicable to the project: elevations of all pipe inverts and outlets, pipe sizes, materials, and slopes; all other drainage structures; limits of clearing, grading, and fill; all structures, pavement, and contours within 100 feet of wetland boundaries; all alterations within the wetland resource areas; and all dates of fieldwork. 32. The owner of the property described in this Order must advise any potential buyer of the property that any construction or alteration to said property, including brush cutting or clearance, may require approval by the Northampton Conservation Commission. Any instrument conveying any or all of the owners' interest in said property or any portion thereof, shall contain language similar to the following: "This property is subject to the Northampton Wetlands Protection Ordinance and/or Wetlands Protection Act. Any construction or maintenance work performed on this property requires an Order of Conditions, and/or a Determination of Applicability from the Northampton Conservation Commission. "ATTACHMENT A" 19. Prior to the initiation of any work, the applicant/owner shall submit a letter of understanding to the Commission stating that he/she has received, read, understands and shall comply with these Orders. The applicant, and, his or her contractor, foreman and/or construction manager shall sign the letter of understanding. 20. Prior to the initiation of any work, the applicant shall submit to the Commission a sequencing plan for construction, and erosion and sedimentation control installation. 21. Prior to the start of any site work, excavation or construction, a pre-construction conference shall be held on the site,between the contractor conducting the work, the site/project engineer, the applicant, and a member or agent of the Conservation Commission, in order to ensure that the requirements of this Order are understood by all parties. Prior to the pre-construction meeting, all erosion control devices must be installed. 22. All required permits must be obtained from the Army Corp of Engineers (Section 404, Water Quality Certification), Planning Board, Zoning Board, Department of Public Works, or Building Inspector prior to the start of any project. 23. A copy of this Order and associated plans shall remain on site during all construction and/or building activities. The project manager and all equipment operators shall be familiar with the approved plans, and shall be informed of their location on the site. This location shall be accessible to all contractors whenever work is occurring on site. 24. All revised plans, referenced within this Order of Conditions, shall be approved by the Conservation Commission and incorporated into the permit by reference and shall be followed during the course of construction. 25. The areas of construction shall remain in a stable condition at the close of each construction day. Erosion control measures shall be inspected at this time, and maintained or reinforced as necessary. All such devices shall be inspected, cleaned or replaced during construction and shall remain in place until such time as stabilization of all areas that may impact resource areas is permanent. These devices shall also be inspected to assure that the maximum control has been provided. Any entrapped silt shall be removed to an area outside the buffer zone and resource areas, and maintained or reinforced as necessary. Erosion controls shall be inspected after every rainfall to assure that maximum control has been provided. 26. An adequate stockpile of erosion control materials shall be on site at all times for emergency or routine replacement and shall include materials to repair or replace silt fences, straw bales, erosion control blankets, riprap, filter berms or other devices planned for use during construction. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 246-582 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant.Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order or Determination, or providing written information to the Department prior to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, § 40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. Section G, Recording Information is available on the following page. wpaform5.doc• rev.311/05 Page 8 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: WPA Form 5 - Order of Conditions Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E. Issuance This Order is valid for three years, unless otherwise specified as a special ob-0$–D(p condition pursuant to General Conditions#4, from the date of issuance. 1. Date of Issuance Please indicate the number of members who will sign this form: _S_ This Order must be signed by a majority of the Conservation Commission. 2. Number of signers The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office, if not filing electrorriealJ_ , and the property owner, if different from applicant. Signatur s: w Notary Acknowledgement Commonwealth of Massachusetts County ofAM �R� On this 110 of '`WP4F_ aarp Day Month Year Before me, the undersigned Notary Public, MI( L V1%0 personally appeared Name of Document Signer proved to me through satisfactory evidence of identification, which was/were �9t-• �aa�i�r� Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for i stated purpose. As member of �1��nH�J/�/ Cit�ORMAM N Conservation Commission 4O,\-40d Ay��OOJ �j ti Y�ISS�'r•' �s Signatur of Notar I' IM 10 Printed Name of Notary Public Place notary seal and/or any stamp above '40-IL II My Commission Apires(Date) This Order is issued to the applicant as follows: ❑ by hand delivery on @ by certified mail, return receipt requested, on Date Date wpaform5.doc• rev.3/1105 Page 7 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection --Wetlands CEP File Number: WPA Form 5 - Order of Conditions 246-582 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The Northampton hereby finds (check one that applies): Conservation Commission 3. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: a.Municipal Ordinance or Bylaw b. Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. 4. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: Northampton Wetlands Ordinance Chapter 24/25 a. Municipal Ordinance or Bylaw b. Citation The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. If you need more space for c. The special conditions relating to municipal ordinance orb law are as follows: additional See "Attachment A" conditions, select box to attach a text document ❑ wpaform5.doc- rev.3/1/05 Page 6 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 246-582 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 18. All work associated with this Order is required to comply with the Massachusetts Stormwater Policy Standards. Special Conditions: If you need more See "Attachment A" space for additional conditions, select box to attach a text document ❑ wpaform5.doc• rev.3/1105 Page 5 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: l� WPA Form 5 - Order of Conditions 246-582 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MA DEP'] "File Number 246-582 " wpaform5.doc• rev.3/1/05 Page 4 of 9 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection --Wetlands WPA Form 5 - Order of Conditions 246-582 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8. ❑ Isolated Land Subject to Flooding a,square feet b.square feet Cubic Feet Flood Storage c.cubic feet d. cubic feet e.cubic feet f.cubic feet 9. ❑ Riverfront area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft g.square feet h.square feet i.square feet j.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 1o. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ❑ Land Under the Ocean a.square feet b.square feet c.cu.yd dredged d.cu.yd dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches a.square feet b.square feet c.c/y nourishmt. d.c/y nourishmt. 14. ❑ Coastal Dunes a.square feet b.square feet c.c/y nourishmt. d.c/y nourishmt 15. ❑ Coastal Banks a. linear feet b. linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feet 18. ❑ Land Under Salt Ponds a.square feet b.square feet c.cu.yd dredged d.cu.yd dredged 19. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.cu.yd dredged b.cu.yd dredged 21. ❑ Land Subject to Coastal Storm Flowage a.square feet b.square feet wpaform5.doc• rev.3/1/05 Page 3 of 9 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands WPA Form 5 - Order of Conditions 246-582 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. ® Public Water Supply b. ❑ Land Containing Shellfish c. ® Prevention of Pollution d. ® Private Water Supply e. ❑ Fisheries f. ® Protection of Wildlife Habitat g. ® Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a. ❑ the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. C. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and 50 wetland boundary (if available) a. linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a. linear feet b. linear feet c. linear feet d. linear feet 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies a.square feet b.square feet c.square feet d.square feet and Waterways e.cu.yd dredged f.cu.yd dredged wpaform5.doc• rev.3/1/05 Page 2 of 9 Massachusetts Department of Environmental Protection DLlEP File Number: Bureau of Resource Protection --Wetlands WPA Form 5 - Order of Conditions 246-582 I Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: Northampton When filling From: 1. Conservation Commission out forms on the computer, 2. This issuance is for(check one): a. ® Order of Conditions b. ❑ Amended Order of Conditions use only the tab key to 3. To: Applicant: move your cursor-do not Gary Wilson use the return a. First Name b. Last Name c.Company key. 377 Main Street d. Mailing Address ,ab Easthampton MA 01027 e. City/Town f.State g.Zip Code etam 4. Property Owner(if different from applicant): a. First Name b. Last Name c.Company d. Mailing Address e. City/Town f.State g.Zip Code 5. Project Location: Northampton ddress b. City/Town 2 �6e,mber __/Lot Number a if known (note: +42 293161 -071.656936 electronic filers will click for GIS locator): e. Latitude f. Longitude 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Hampshire a. County b.Certificate(if registered land) 8004 180 c. Book d. Page 03/08/2006 06/08/2006 06/13/2006 7. Dates: a. Date Notice of Intent Filed b.Date Public Hearing Closed c. Date of Issuance 8. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Wilson Heating and Plumbing Plan a. Plan Title The Berkshire Design Group Mark Darnold b. Prepared By c.Signed and Stamped by May 24, 2006 1"=20' d. Final Revision Date e. Scale f.Additional Plan or Document Title g. Date wpaform5.doc• rev.3/1/05 Page 1 of 9 CAPTIVE ENERGY LLC Re : 170 Page: 1 of 1 Recorded: 06/2912007 01:43 PM PO BOX 1101 Easthampton. MA 01027 AFFADAV IT 1. PERSONALLY came and appeared before me, the undersigned Notary, the within named Gary A Wilson Jr., who is a resident of Hampshire county, state of Massachusetts, and makes his statement and General Affidavit upon oath and affirmation of belief and personal knowledge that the following matters, facts and things set forth are true and correct to the best of his knowledge; 2. Gary A. Wilson Jr., who is owner of the property known as Wilson Services Inc, located at 474 Easthampton Road, Northampton, Massachusetts. Wilson Services Inc. is a contracting firm who will operate out of this facility and Captive Energy LLC is the property owner. Gary A. Wilson .1r, is 'President of botl-1 entities. 3. The offices on the second floor of the building known as 474 Easthampton Road in Northampton are limited to employees only. 4. In accordance with Section 11. of 521 CMR: If at some future date Wilson Services, Inc. moves out of this building, Captive Energy LLC will not separate the main first floor office area from the second floor office area. Captive Energy LLC will advise any future tenant that there are to be no services or products offered to the public on the second floor and the offices must be limited to employee only spaces. 5. Signage will be posted on the first floor indicating that the second floor offices are not open to the public and no public transactions will take place up on that level. DATED this 29th day of June, 2007 Signed under pains and penalty of perjury; Gary A. Wilson Jr., President and Owner, Captive Energy, LLC and Wilson Services Inc. Deed of Property recorded in Northampton: Book 08874 Page 52 SWORN to and subscribed before me, this `d i} day of June, 2007. NOTARY PUBLIC ,ly Commission Expires "Notary 7owassachuse]tts blic" Mary Ann iza Commornvsaith My commission ESept.5,2y ATTEST, HAMPSHIRE, �4/ GISTER MA,RIANNB L. DONOHUE m Y4 W 1 d ol Deval L.Patrick 's - 77�1� Thomas G.Gatzunis,P.E Governor / /y p / p q ' '�66� Commissioner ( _ Timothy P.Murray ,{+/y Thomas P.Hopkins Lieutenant Governor �el'o .0 �(J> ....'....' Director Kevin Burke Secretary �QQi 67/ /.G/ www.mass.gov/dps _ r Mr. Gary Wilson Jr- �_, -- -- - July 30, 2007 President and Owner Captive Energy, LLC and Wilson Services inc. P.O. Box 1016 Easthampton, MA 01027 RE: New Construction of a Building at 474 Easthampton Road,Northampton, MA Dear Mr. Wilson, I and writing you today on behalf of the Architectural Access Board. We have reviewed a copy of the affidavit that you submitted to our office.Based on the affidavit, in which you state,the second floor use is for"employees only" and that the conditions of your affidavit, numbered as 1 thru 5, has been recorded at the Registry of Deeds, Bk: #08874, Page: # 52, (scan bar code Bk:#9183, Page: #170)the Board has determined, that at this time, there is no requirement for access to the second floor for persons with disabilities. If you have any questions,please feel free to contact me. Sincerely, i livialaS P. Hopkins Locai indcpciident Living Center Executive Director Local Commission on Disability Architectural Access Board Local Building Inspector,Anthony Patillo 0 Py Permit No. D02-07 CITY OF NORTHAMPTON, MA DRIVEWAY PERMIT Date: 7/11/06 FEE: $25.00 CHECK#: THE BOARD OF PUBLIC WORKS Driveway must be staked and house & lot number posted The undersigned respectfully petitions your honorable body for: Permission to install a drivewayt 474 Easthampton Road,Northampton, Ma 01060 Fifteen (15) foot maximum width at the street line. Gutter drainage not to be disturbed. All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway. Driveway surface to be paved as soon as possible if the grade of the proposed driveway exceeds 3% or more Homeowners will be held responsible for any cost to the City of Northampton in the event of a washout of this driveway. By: Gary Wilson/Wilso ervices Telephone#: 413-626-5548 Proposed Location rt of W 4/ rk o+ S�&k 7- /3 Inspected By: 7- -a J\ Gravel Base Grade Inspected By: Final Approval THE BOAZZD OF PUBLIC WORKS voted that petition be granted. Edward Huntley Director of Public Works (SUBJECT TO ATTACHED CONDITION 1 &2) cc: Building Inspector Nov 16 06 04: 53p JAMES BRIGHT ARCHITECT 413 525 6427 p. 4 Tinted,shgc 0.33 16 -- --- 0.480 0.054 Skylight 4:Wood Frame,Double Fare with Law-E Tinted,shgc 0.33 16 --- 0.480 0.054 Skylight 5:Wood Fume,Double Pane with Low-E Tinted, shgc 0.33 16 -- 0,480 0.054 Skylight 6:Wood Frame,Double Pane with Low-E Tinted,shgc 0.33 16 --- --- 0.480 0.054 Skylight 7:Wood Frame,Double pane with Low_E Tinted,shgc 0.33 16 --- -- 0.480 0.054 Skylight 8:Wood Frame,Double Pane with Low-E Tinted,shgc 0.33 16 --- -- 0.480 0.054 Skylight 9:Wood Frame,Double Pane with Low-E Tinted,shgc 0.33 I6 --- -- 0.480 0.054 Skylight 10: Wood Frame,Double Pane with Low-E Tinted,shgc 0.33 16 - -- 0.480 0.054 Skylight 11:Wood France,Double Pane with Low-E Tinted,shgc 0.33 16 -- -- 0.480 0.054 Skylight 12:Wood Frame,Double Pane with Low-E Tinted,shgc 0.33 16 -- -- 0.480 0.054 Skylight 13: Wood Frame,Double Pane with Low-E Tithed,shgc 0.33 16 -- --- 0.480 0.054 Skylight 14: Wood Frame,Double Pane with Low-E Tinted,shgc 0.33 16 --- -- 0.480 0.054 Skylight 15:Wood Frame,Double Pane with Low-E Tinted,shgc 0.33 16 -- --- 0.480 0.054 Skylight 16:Wood Frame,Double Pane with Low-E Tinted,shgc 0.33 16 --- -- 0.480 0.054 Skylight 17:Wood France,Double Pane with Low-E Tinter!,shgc 0.33 10 --- --- 0.480 0.054 Floor 1:All-Wood Joistlrruss 1642 0.0 0.0 0.282 0.046 Slab 1:Heated On-Grade,Horizontal Insulation Depth 4 1(b) 182 --- 5.0 -- Slab 2:Heated On-Grade,Horizontal Insulation Depth 4 ft.(b) 190 --- 5.0 -- Slab 3:Heated On-Grade,Horizontal Insulation Depth 4 ft.(b) 1642 -- 5.0 __- --- (a)Budget U-factors are used far softuware baseline calculations ONLY,and are not code requirements, (b)Certain building use types require continuous uruler-slab insulation(see Massachusetts Code Section 1304.2.7 and 1304.2.8). Envelope PASSES: Design 60%better than code Section 4: Compliance Statement The pvaposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the Massachusetts Commewial Code requirements in COMcheck-E2 Version 2.2 Release Ia. Principal Envelope Designer-Name Signature Date Nov 16 06 04: 52p JAMES BRIGHT ARCHITECT 413 525 6427 p. 3 Clin aft-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Am R-Value R-Value U Factor U-Factor NORTH: Exterior Wall 3:Wood Frame,Any Spacing 625 12.5 0.0 0.094 0.079 Basement Wall 1. Solid Concrete or Masonry>8" Furring Wood, Wall Ht 9.5,Depth B.G.0.0 462 12.5 0.0 0.102 0.103 EAST: Exterior Wall 1: Wood Frame,Any Spacing 1791 125 0.0 0.094 0.079 Window 1:Vinyl Frame,Double Pane with Low-E Clear,shgc 0.30 12 --- -- 0.310 0.547 Window 2: Vinyl Frame,Double Pane with Low-E Clear,shgc 0.30 12 -- --- 0.310 0.547 Window 3:Vinyl Frame,Double Pane with Low-E Clear,shgc 0.30 7 -- --- 0.310 0.547 Window 4: Vinyl Frame,Double Pane with Low-E Clear,shgc 0.30 12 --- 0.310 0.547 Door 8: Solid 21 -- --- 0.292 0.127 Door 9:Overhead 35 --- --- 0.070 0.127 SOUTH: Exterior Wall 4:Wood Frame, Any Spacing 625 12.5 0.0 0.094 0.079 Basement Wall 2: Solid Concrete or Masonry>8" Furring Wood, Wall Ht 9.5,Depth B.G.0.0 462 12.5 OA 0.103 0.103 WEST: Exterior Wall 2: Wood Frame,Any Spacing 1500 12.5 0.0 0.094 0.079 Window 5:Vinyl Frame,Double Pane with Low-E Clear,shgc 0.30 12 -- - 0.310 0.547 Window 6:Vinyl Frame,Double Pane with Low-E Clear,shgc 0.30 12 -- -- 0.310 0.547 Window 7:Vinyl Frame,Double Pane with Low-E Clear,shgc 0.30 12 -- -- 0.310 0.547 Window 8:Vinyl Frame,Double Pane with Low-E Clear,shgc 0.30 12 -- --- 0310 0.547 Door 1: Solid 21 --- --- 0.292 0.127 Door 1: Solid 21 --- --- 0.292 0.127 Door 3: Solid 21 --- --- 0.292 0.127 Door 4:Overhead 120 --- --- 0.070 0.127 Door 5:Overhead 120 --- --- 0,070 0.127 Door 6:Overhead 120 --- --- 0.070 0.127 Door 7:Overhead 120 --- --- 0.070 0.127 Basement Wall 3: Solid Concrete or Masonry<=8" Furring Wood,Wall Ht 9.5,Depth B.G.0.0 291 12.5 0.0 0.106 0.103 UNSPECII?'I.EB ORIENTATION: Roof 1:All-Wood Joist/Rafter/Truss 6000 30.0 0.0 0.035 0.054 Skylight 1:Wood Frame,Double Pane with Low-E Tinted,shgc 0.33 16 --- --- 0A80 0.054 Skylight 2:Wood Frame,Double Pane with Low-E Tinted,shgc 0.33 16 --- --- 0.480 0.054 Skylight 3: Wood Frame,Double Pane with Low-E ammonow Nov 16 06 04: 52p JAMES BRIGHT ARCHITECT 413 525 6427 p• 2 Envelope Compliance Report Massachusetts Commercial Code COMcheck EZ Software Version 22 Release la Section 1: Project Information Project Information: Captive Energy,LLC W. id Owner/Agent Information: James Bright Document Author Information: James Bright Section 2: General Information Building Location: Northampton,Massachusetts Climate Zone: 14a Heating Degree Days(base 65 degrees F): 6894 Cooling Degree Days(base 65 degrees F): 507 Building,Use Method of Compliance: Activity Type Method Activity Types) Floor Area Warehouse and Parking Medium/Bulky Material Storage 4358 Common Space Types Office-Enclosed 1642 Project Description(check one): X New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Air Leakage,Component Certification,and Vapor Retarder Requirements Inspection Approved Initial Date (Y/N) All,joints and penetrations are caulked,gasketed, weather-stripped,or otherwise sealed Windows,doors,and skylights certified as meeting leakage requirements Component R-values&U-factors labeled as certified Vapor retarder installed Nov 16 06 04: 52p JAMES BRIGHT ARCHITECT 413 525 6427 P. 1 ZLLL A M E S B R I G H T A r c h i t e c t Nov '3 8 13 ' Idwin '� Street East Longmeadow , MA 01028 L :"w5 j 413- 525-6426 413- 525-6427 I phone fax ---------- FACSIMILE TRANSMITTAL SHEET DATE. 11/16/06 TO: Northampton Building Dept. FROM: James Bright TOTAL NO.OF PAGES INCLUDING COVER: PLEASE DELIVER TO THE ABOVE NAMED PERSON(G) IMMEDIATELY Included is the Energy Compliance Report for Gary Wilson's building on Rt. 10 ,. Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as".._every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s)along with.their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or ifyou are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance Icense number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in _ (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (ie. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office oflnvestigations would bike to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax#617-727-7749 www.mass.gov/dia The Commonwealth of Massachusetts Department of Industrial Accidents Office of Invesfigations 600 Washington Street Boston,MA 02111 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly '7 Name (Business/orpnizationft ividtw): S // Uey 1 l S Address: ] Sd rJ l 0Ph ne M lwll— 6 T = G3 �F City/State/Zip: �.�V Are you an employer?Check the appropriate box: Type of project(required): i.❑ I am a employer with 4. El am a general contractor and I * have hired the sub-contractors 6. New construction employees(full and/or part-time). 7. Remodeling 2.(V-I am a she r order- listed on the attached sheet I g Viand have no employees These sub-contractors have 8. ❑bemolition working for me m any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its 10. Electrical required.] Gt:..C.. officers have exercised their ❑ or additions 3.❑ I am a homeo� weer doing all work right of exemption per MGL 1 I.❑Plumbing repairs or additions myself.[No workers' comp. c. 152,§1(4),and we have no 12.❑Roof repairs insurance required-]t 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 ale doing a]I work and then hire outside contractors must submit a new aSdevit indicating suck tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employeem ,below is the polky andjob site ('information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify and r the pains and penalties of perjury that the information provided above is true and correct T *-Signature: Date: ✓//tgz,, � Phone#: �&3`— Off cial use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 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: 474 Easthampton Road,Northampton,MA 01060 Inquiry Made By: Gary Wilson 626-5548 Wilson Services Inc. 52 Cottage St. Easthampton Date of Inquiry: 6/24/06 Number of Type of Single Family Type of X Private Units: 1 Unit(s): _Accessory Apart. Ownership: Condo Multi-family Rental (Applicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes:X No: ❑ site? Yes: ❑ No X Size of Water Main: 12" Material: AC Age: 1958 Approximate Static Street Flow Test Conducted:Yes: ❑ No:X Pressure: 115 If done attach results 1" Size of Service Connection: Suggested Meter Size: 1 , Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • angements of such on shall be made with the Northampton Water Department with a minimum of 5 orking day tifi • work ton Water Department specifications. David W. Sparks,Superintendent of Water cc: Ned Huntley,City Engineer !\sri2bl\�dmin�r'er-�r�it�\W<�ter/�r:��lication\`��%��t�r"�a�labiiit- .dc�c CITY OF NORTHAMPTON, MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS 125 Locust Street Northampton, MA 01060 rvth 413-587-1570 Fax 413-587-1576 George Andrikidis, P.E. Director ASSIGNMENT OF HOUSE NUMBER(S) Street: Easthampton Road Assessors Map: Sheet 44 Lot 132 House Number: 474 Easthampton Road Date: June 26, 2006 Remarks: Reference is made to Grading, Drainage and Utilities Plan Notice of Intent Submission(sheet NOI-2) for Wilson Plumbing and Heating by The Berkshire Design Group, Inc. and dated March 8, 2006 with revisions April 27, 2006 and May 24, 2006. House Number was requested by the applicant for permitting purposes. Ned Huntley, P.E. City Engineer cc: Central Dispatch Water Division Tax Collector Sewer Division Massachusetts Electric Streets Division Verizon Telephone Inspectors Comcast Assessors Bay State Gas Police Department Post Office (Northampton) James Thompson(GIS Coordinator) Post Office(Easthampton) Applicant: Gary Wilson 377 Main Street Easthampton, MA 01027 K:\House Numbers\ 41Y- 13 �. OCT 3 7 2007 tiry�q Teresa Wong Neyhart L TNT Consulting IS Kosior Drive Hadley,MAO 1035 C"ons&ua on Control Engineer's Final Sign (],f j October 25,2007 Building Commissioner Building Inspection Department 212 Maid Street Northampton,Ma. 01060 Project: 'Wilson Plumbing&Heating 474 EastlianQton Road Northampton, Ma. 01060 Dear Mr. Anthony Patillo: To the best of my information, knowledge and belief the above named building, ovined, by Captive Energy Systems, LLC has been constructed in accordance with the contract drawings and specifications under my supervision. L or my representative, conducted numerous inspections throughout the construction of the building. Our observations indicated to us that the basic intent of the Commonwealth of Massachusetts State Building Code 780 CMR. has been met. This acknowledgement hoes not admonish the contractor or any subcontractors of their obligation to construct according to code and to meet"best practice construction". Sincerely: ' OF YR tam Teresa Wong Neyhart,P.E. immm TNT Consulting I®/I0 3DVd 1dVHA3N WI1° 831 b69L-V85-CIV 9Z:Z9 58eZ/LZ/TO Sep 15 98 08: 188 p. l !ail of r• :DITAR••TMUNT Or BUILDNO, INSpEG7t(?N� — 212 brain. Street W Municipal Building INSPtcTOR Northampton, MM. 010d.0 (,,0NSTRU(,-I'T0N CUN'EROL TX)C MLNI' project Title: Captive Enemy LLC — Pvc jcct Location :— Route 10 — ._ IVLIP'— -- parcel : _ Zone: _ Scope.of Project new_7 , 996 sq_ ft. wood frame building Ira accordance with SECT 110.0-116.4,2 of the SIN(h edition of the Massatclruscits State Buiidiuf; 5908 James Bright —Mass.Registration Nulnbef_ — — — tx into a r'el;itterul professional L ul,iucer/Architect hereby oulify that i l3ave,prepared or directly soPct viscd tllc preparation of all dcsir,n Plans.c<rtttpu it id 8d specifications co�'tcerning: I :R> [ .l Architectural [ t �rtt for tltc above named project and Nil to tt,e t):st of my kuowiuige,such pt<<as,contput<lt.ions and slwcitications n�eCi the applicable provjsions of tb.0 MasRIc:ltuscIts SL1tc Bulldinz Cult;,all accepl.1hle rugitle.ring practices and all:ipplicablc.lows far the proposed project, Furthermore, l understand and AGREE that 1.sh111 perlornl the uecG-,saiy professional services and lie presGrrt on(11C coirstr'uction Site on a regular and periodic basis to detennine tbal the work is proceeding in accordance with the documents approval by the building permit and shall be responsible for the toll:owing as specified in gectiolt 116.22: 1. Review of shop drawings,sample.~and other suhmittalS of the eorurtetor as required by the cortstruclion contract documents aS submitted for the building peintit,and approval for the confonwinec to the design concept. t 2. Review and approval of the quality control procedure's for all code-ruluirod controlled materials. 3" F3c present.at i[ttt rv3ls appropriate to the stltge of construction to become generally familiar with the progress and quality of the work and t4 determine,to general,if tile work i,being performed i r,a inannrr consistcriL with ttto construction docurue"N I sitall submit periodically,in a form acceptable to the building official,a progress report with the peninctit comincrits.UPon cornplet"'of the work,I shatk stthinit to tin:building official:r final report as to the satisfactory completion and readiness oi"tite project for occupancy. SigtiaLuiV of registered professional � � tilt t>t-� '► !l `' d� . Sutucribcd and swvrtt before me this, Y ?11��'tmy commission expires on otary I'itbtic JOANNE C.ROIRIE,Notary Public [1Ay Commission Expires December 10,2010 Building DtI)ailment 413-587-1240--fix 413-587-1272 Teresa Wong Neyhart TNT Consulting 16 Kosior Drive Hadley, MA 01035 Construction Control Engineer's Final Sign Off October 25, 2007 Building Commissioner Building Inspection Department 212 Main Street Northampton, Ma. 01060 Project: Wilson Plumbing& Heating 474 Easthampton Road Northampton, Ma. 01060 Dear Mr. Anthony Patillo: To the best of my information, knowledge and belief the above named building, owned by Captive Energy Systems, LLC has been constructed in accordance with the contract drawings and specifications under my supervision. 1, or my representative, conducted numerous inspections throughout the construction of the building. Our observations indicated to us that the basic intent of the Commonwealth of Massachusetts State Building Code 780 CMR has been met. This acknowledgement does not admonish the contractor or any subcontractors of their obligation to construct according to code and to meet"best practice construction". Sincerely: 0 .��Q�'�[� � / f"�a'A,•+'�a�a('c7C'N.i4 d�'J E',r �.�T Teresa Wong Ne hart, P.E. TNT Consulting , , N 521 CMR Architectural Access Board Rules and Regulations 28.1 Requires an elevator. To avoid installing an elevator an affidavit shall be filed with the Registry of Deeds that says the 2"d floor is closed to the public, that 2nd floor space is for use by employees only. JAMES BRIGHT Architect 38 Baldwin St. East Longmeadow, MA 01028 413-525-6426 p 413-525-6427 f Wilson Plumbing and Heating Northampton, MA 780 CMR Massachusetts State Building Code—6th Edition Size: 1St floor: 6,000 sq. ft. 2nd floor: 1,644 sq.ft. 401 Use Group: B &S-2 606 Type of Construction: 5B Table 503 Height and Area Limitations Area B 7,200 area limitation S-2 7,200 area limitation 506.2 Street frontage increase 340' building perimeter x.25 85 25%of building perimeter 120' building perimeter fronting on street -85 25%of building perimeter 35' building perimeter fronting on street above 25% 35 building perimeter fronting on street above 25% /340 building perimeter .10 excess frontage .10 excess frontage 2% .20 allowable increase 7,200 area limitation 1.20 8,640 increased area limitation Height B 2 stories, 30' S-2 2 stories, 30' 1014.11 Fire rating of interior stairs— 1 hr T" � � aril ani;�folt �^ DEP,LR7.IENT OF IIUILDI,�G INspEC�jIOt,s — j ! I':SnECTOP 212 hfain Strcct A-funicipnl Bu;ldinD Northnmpton, Aftxz . 010G0 Square Footage Amount Basemen.: - $.15 _ 1st door @ --66zo CJV 2nd Floor @ 5.30 . 1/2 Floocs, Attic, Garage Deck Porches $_ n ^ - 0ti� � (�ii-L7 cf �,lnrtljampton -t— l E RIK5snchnsrlla' o DEPARTMENT OP DUICDFNC INSPECTION'S -' 212 Main Strcct ' Municipal Dudding Northampton, Mass. 010GO `-YORICCIZ'S COKPENSATION. MSU A-NCF' AI,, '1�' .. -- (phoner'!) (smr-- ci ty/stale/a p) do hereby certify, under Lbc.pa.uzs and penalties of perJury, hat O I am an employer providing the following, ��-orkcr's comnens-zuon cove:-2,c for illy etupioyces %vorUng on ulis job`. (Lnnu--0c-- Corer. m) (PcLic: Numbcr) -- (i ;-pir. on Dai--) ( ) I am a sole proprietor, general contractor or homeoviDer(ci:i;- one) and have hired the coouactors listed below wbo hive the following worker's coCOenszdon pabcies: (ii91I1C 0� C0:?r^Ci0") (Lnst±rsllt:: COlri01,`f)'/PGUC-i ?�tllIl=C} (2',?J)liJtiOn I�IIC)` (N:,me Of CooQaaOr) -- Rasura.nc- Comazv/?cUc- `umc_r) (—Exw7iilon Date) (blame of Conrraclo,) (Laaranc= Compare}•/Patio' Nusb s) (ExpLm6on Djtc) I I (Name of Contractor) (Insurance Comrauy/Po6cy Numbcr) (Expir-dc;oa Dalc) (ar7�Gb addi;:ocal cSou if a00t -y W mC!c �informa.•ioo periniaias to.1J oc=-_c.oz) O I am a sole proprietor and have no one wor}oog for me. ( ) I am.a home owner perforni'M'g all the work myself, NOTE:pl=ac be twr,ty,.-w1rJe bca,,,,,n to c=ptay pc: oaw tow cam-cr c rc-,4tir work oa a d-•c -g or oni @OCL lJL'a r(..t'V�L--fJ to%;-j ch lbe boCDOOwacS raaC,C OC 06 Lb, oubc a x ltl.c6•r1 tbec'.D L-c DJC�C)c'1UV 0.�U:d7cd iD hC caiployc�unCcthew A,= GL152=1 S ( )�:ppticatioo by a homroaac fv c Lc=--n a pciart tr_y c,-zdm=tL`c Icga!clams or ea—Ployx under d.Wwkp -,Compomatioa Ad I uadrnzaad 6-at a oopy of Ibis Qatcm,mt away be rord.d to tba Dcpartmocri or].odusricJ Az dcasf Dime or ixr, ooa roc tLe covaxSc v'¢iLcxtioa&red t1u L-iJum to z4oirc bovcrnbc undcr soctioa 25A of MGL 132 Qa lad a the i-•-Poz6oa oraimia-A peaxwi ooaaivanz or i fiat ortrp to S 1,500.00:ndfoc m A orup to ow year tnd 6,i pcaCi=in tx Corm ora Stop Wort Order and a rim of SI00.00 r d--y apta.t tn, Fa'dcp trza�—only pctlIlJi Numbar � P.,-- Lot Si 9-70 iturt of Ltccns[f„JPCRillucc t-C Versionl.7 Commercial Building Permit May 15,2000 t,• SECTION 1,0 STI2UGTURAL PEERREI%tEW(780 CMR 11014 _ _LL- , _• Independent Structural Engineering Structural Peer Review Required Yes No Q SECTION 11 OWNER'AUTHOR17.ATlON=TOBE COMPLETEU,_WHEN ' OWNERS.AGENT OR.CONTIZACTORAPPLIES,,FOR:BUIL•D1Kr;...PERMIT t as Owner of the subject property I hereby authorize! Jo act on my behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date 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 Dains and penalties of Dedurv. Print Name i Signature of Owner/Agent Date SEC1fON.12-.CONSTRUCCIOhhSERNIGES _ 10.1 Licensed Construction Supervisor: Not Applicable ❑ l �vr17Sr2 s` r=1� J //S'3 E Name of License Holder: - license Number erf Address FTpiration Date Signature Telephone SECTION 13-WORKERS'COMPENSATION 1NSUFM.',PE AEF14AVIT(N;G.L.c;;152. Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes No 0 r Version 1.7 Commercial Building Permit May 15,2000 SECTION'9-PROFESSIONAL DESIGN AND CONS TRi3GfiQfSEi2i►10ES FOR i3n�u�ntS ANO i RuT�iR�a StiBJECTO CON TRUCTION CONTROL PURSUANT TQ 780 CMR 11f(CONFTAINING=MORE TFiaN 35,000 C F OE'ENCLQSED SPACE) 9.1 Registered Architect: ` ►� ✓ (6 Not Applicable ❑ Name(Registrant): -- 3yj +LDW/N iT 5AS7 ! W6MpADC)w,A4 0IU2 f3 i Registration Number Address ! ��I O 5'6,2 b Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): r I Y Name Area of Responsibility lCoSior 7y f 4a�1er., _ ►ti-t �A o �0 3S 1 I 38835 j Address Registration Number 13x$41 94 aloe, Signature Telephone Expiration Date ! � E Name Area of Responsibility t Address Registration Number Signature Telephone Expiration Date E Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility } � i Address Registration Number I L Signature Telephone Expiration Date 9.3 General Contractor f! 2 7g' S Not Applicable ❑ Company Name: 6q-e--s 7/ c f� Responsible In Charge of ConstructioAl S ✓� -5o,77-414 Address 3 Signature ��T Telephone Versionl.7 Commercial Building Permit May 15,2000 Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: Z i R: L j I i r Rear _IA2I Bldg. Square Footage j % �! 1 Open Space Footage % (Lot area minus bldg&paved 1 € 1 t addn ) #of Parking Spaces �� C -Fill: volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW 0 YES 0 IF YES, date issued: 1 -7- IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW ® YES IF YES: enter Book 3 i Page; and/or Document ; B. Does the site contain a brook, body of water or wetlands? NO Q DONT KNOW Q YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained ® , Date Issued: 1 C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: j o D. Are there any proposed changes to or additions of signs intended for the property? YES I* NO Q IF YES, describe size, type and location: /��� ��� �� �t �,, c T �1'►�ec: clru by Jrlftwy 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 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version 1.7 Commercial Building Permit May 15,2000 SECTION 4=�CdNSTRUC-TLOltSERYCCES.fOR PRO_JEGT&%--T,&% IHANr35;000 GUBI.C'EEET OENCLOSEDkSPCGE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑ Brief Description !Enter a brief des NC-w Wpb FQAM fi b ��f=t �3✓r LD��6 Of Proposed Work: ; R'a pt-✓ t p Mb j-�VA r- C.0""t I - i SECTION=S --USE-GROUP-AND CONSTRUC ION'TYPE w USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-5 1 - -- Q- - ___ A-4 ❑ El B Business 2A ❑ E Educational ❑ 213 I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ - 3A ❑ 1 Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 1 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage S-1 ❑ S-2 5B U Utility ❑ Specify: f M Mixed Use ❑ Specify: - --- + S Special Use Specify.$ 1 :COMPLETE TE{fS SECTION 7F,EXlSTING BUILDII*(G UI�iF3E12G�0711�JG KEIYO�/ATEOIztS VS_AfVi7 OE CE#ANGE;IN USE Existing Use Group: f v I Proposed Use Group: Existing Hazard Index 780 CMR 34):' i Proposed Hazard Index 780 CMR 34): SEGTION6BUlLVINGJ3EIGRTAND#AE2EA _ BUILDING AREA EXISTING PROPOSED NEW CONS--RUCTION F, Floor Area per Floor(sf) 3 1 TAF - 2nd j 3`d 7� _ i 4d' 1 4w i Total Area(so s Total Proposed New Construction sn - - Total Height(ft) i Total Height ft � �� L 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public IN Private ❑ Zone! , Outside Flood Zone❑ Municipal ❑ On site disposal system Version 1.7 Commercial Building Permit May 15,2000 i-1*4-y of Northampton -- �d Building Department _ 212 Main:Street _ e Room,100 ,> Northampton, MA 01060 phone 413-587-1240 Fax 413-587-1272 APPLICATION TO CONSTRUCT,-REPAIR,RENOVATE,CHANGE'THFMO `*6CCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO �SECIIONL� S1TE"iNEOKMATION , _ _ ' . _ _ _ _ -— -"-Property-Address: x `Tits sectroc>cto be comp eteij(?©Bice Sys sx _ _. _. T may► kc,t ff* - U: Q. EEO t • �, ;,„�Di �cf�__ �_� '�:,GB-D�siri'c'"t� _,_----__ tt SECTION'2 PROPERTY_�OINNERSHIPlAfJTHOR1ZEl�AGENT ' 2.1 Owner of Record: Co i ve uoemv. 44L I Ui RAKMA& mid U_}OJ7 Name(Print) S g Current Mailing Address: Signature Telephone 2.2 Authorized Agent: - t+'61; 1J i2S l j /,-� Name(Print) 7 Current Mailing Address: v / �1f3 - ln5s= o �r j Signature Telephone -_SEC17I043 ESTIMATED}CONSTRUGTION.COSTS Item Estimated Cost(Dollars)to be official Use Oral completed by ermit a licant 1. Building ! .'(a}Building P"errnit Fee , 2. Electrical /' ��,r,� 1 (b)Estimated Total Cost:of' ! .;� Constructrori-from. 6). 3. Plumbing I Building.Permi#fee 4. Mechanical(WAC) 5. Fire Protection 6. Total'=0 +2+3+4+5) 373,6M Check;Number Sectton.EorOfficral'Use�Oni Butidtng P,'ecm�tt�umber _ Dale . Issued. r Signature: Building Commissioner%Inspecforof;Bdildings Date File#BP-2007-0536 APPLICANT/CONTACT PERSON DAVID GARSTKA ADDRESS/PHONE 41 COLD SPRING RD SOUTHAMPTON (413)695-0898 Q PROPERTY LOCATION 474 EASTHAMPTON RD MAP 44 PARCEL 132 001 ZONE GI THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid J '' Tyneof Construction: CONSTRUCT NEW PLUMBING/HVAC CONTRACTING BUSINESS(7,996 SQ FT) New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 031153 3 sets of Plans/Plot Plan THE FO OWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN19MMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Stree ommission 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. Q I1Tl Q A �- � �A'�(.� �3 j-`� Foo `r► n/GS vwcST' QK ``��� 9� �7 C, aoo A C4 CA QA�1�lp� ,ZV�N CC��E 5�cri N l V 1 6 ��� i✓��o C2��rk� S �vp11 AA- -- — 474 EASTHAMPTON RD BP-2007-0536 - GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block:44- 1'2 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTR.:CT.NG WITH U114RFGISTERED CONTRACTORS Pernvt: Building DO NOT HAVE ACCESS 11•0 THE (GUARANTY FUND (MGl_ c.142A) Cate �ER'COMMERCIAL BUILDING U_ IhICi ��- �� Pe«,ut# BP-2007-0536 Project# JS-2006-002015 Est. Cost: ` 373000.00 Fee: $3367.35 PE.t!1l7I,s.�'I(3.'1'.:S'HERE;I' :;��f' '' 'ED TO: Const. Class: 5B CoWractOr: Lic,j-nse: Use Group: B.S2 DAVD GA��S� r:i� _ t}; (i; Lot Size sg ft Otwrt_,': CAI'TlVf I:N1:RGi'LL(_ -- �n „�_cI DAVID i ?RSTKf� AT: 474 1 =.C��H�a 'hTON RD Applicaiu Address: Phone- In:-Jtrtmc e: 41 COLD SPRING RC? SOUTHAMPTONK,IA01073 LSSUED OIY:l�/! /?D(1: (1:0(1:lJ(r TO PERFORM THE FOLLOWING W'Oj! i:•C()IN STR1_):::: r�'L-:.VV =E_UViBI°;G/HVAC CONTRACTING BUSINESS (7,996 SQ FT) POST T_AIS CARD SO IT IS VISIBLE Inspector of:hembiug IjAspector of VI is jug —--- ) :�' ---- l;uilctiug lasl:a t for I-Wr,-j 6 .4d, Undergro__r.d: Service: t2cic.. q 1 Footings: Roughly 0764 ou g h: �� I �u..i t Po , elati on: � Dh Final: Rough Fr.-mte: � V� Gas: Fire Department FirF.1r_aceiCl?imne�: Rough: Oil: 0 'x-1 I.,sulatioa: -,6' � �� 7 -<� Fin::i: smoke: �et^Q � 1 F€aal: 0K I0I.2410"7 l.."I.S THIS PEWvNII I MAV BE REVOKED Is'x THF, ., a'. :.,MPTO UPON V'!0LAI.V, 40F ANY OF ITS R"ULt S AND RE,GULATJONS. Certifc_,-:te of Occupanc _ .—Sig-11a n e: - FeeTyi,e: Date a'.': Amount: - Building 12/12/2006 0:00:00 $3367.3`•,1 212 Main Street,Phoue(41?)557-1240,Fax: (-1 13) 5S7-1272 Buildutg Commissioner-Anthony Putil!o