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30B-125 (2)
air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 38. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 39. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:Thrul-oks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 40. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom, within 10' of a bedroom door, and at the bottom of a stair leading to a finished floor above. b. CO within 10' of bedroom doors, at each level,for every 1500 sgft, (plumbing code in the mechanical room) except if there are no fossil burning fuels or attached garage. C. Heat detector in attached garage, and other large unfinished unconditioned spaces. 41. Closets beneath stair which have doors must be drywalled with Y2". 780 CMR R302.7. 42. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22" x 30" is required to be located in an accessible place. It must be insulated equal to surrounding, gasketed, and secured in place. 43. Clearances above gas stoves and cook tops burners is 24" to non-combustible or 30" to combustibles. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday, 8:30 am to 4:30 pm, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller(a�northamptonma.gov Thank yo or our cooperation on these matters. Chuck Mil er City of Northampton Assistant Commissioner and Zoning Enforcement more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post.780 CMR R311.7. 23. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than 30" above floor or grade within 36",4" sphere rule. 780 CMR R312.1. 24. Floor joist systems that are not equal to 1%" nominal dimension must be covered with %" drywall or 5/8" wood structural panel or equivalent with some exceptions. 780 CMR R501.3 25. Educate the plumber and electrician about maximum notch and hole sizes, and placement.780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes in joist are a maximum 1/3 the depth not closer than 2" from the top or bottom or to any other hole. Notches are different. 26. Drilling or notching of more than 50% of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1%Z" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 27. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3' clearance from windows. 780 CMR M1502.3 28. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing. 780 CMR M1502.4.3 29. Dryer duct maximum equivalent length is 25' less 5' per 901 elbow or per manufacturer's specs.780 CMR M1502.4.4.1, no screwed connections. 30. Dryer ducts when concealed must have a permanent label or tag within 6' of the duct connection 780 CMR M1502.4.5 31. Markup air is required for any exhaust hood over 400 CFM. 780 CMR M1503.4 32. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5' from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 33. Fire and draft stopping shall be completed before rough inspection.Typical locations,top (ceiling) and bottom (floor) plates, soffits, and every 10' within enclosed cavities. 780 CMR R302. 34. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 35. Dwelling/Garage fire separation. An attached garage (within 3' of main structure) is required to have%" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have%" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 36. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity,which you must create. 37. Vapor retarders.Although these are still in the code with some exceptions,one must understand that there is a difference between a vapor retarder and barrier and an air barrier.An air barrier is intended to stop air flow (convection) a vapor retarder or barrier is intended to stop molecular moisture transfer (diffusion).A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black on the insulation that has filtered dirt out of the 7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not, each bedroom and walk- in attics. 780 CMR R310.1 9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust only systems), or treating the space with supply and return. See 780 CMR R408 10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4 slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/3 d 780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 13. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and number of jack studs required. 14. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. 1-joist and or Floor Truss c. Roof truss 15. All 1-Joist need to be protected from fire with%drywall or 5/8 wood structural panel. (R501.3) 16. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 17. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 18. Ceiling heights minimum 7 for habitable spaces, 6'8"for bathrooms includes tub/shower area if a shower head is used, 6'8" for basements, 6'4" at beams/ducts. 780 CMR R305.1. MA amended 19. Hazardous glazing locations, within 24 of a door, or within 60 of a stair, or across from hot tubs, spas, bathtubs within 60" if not 60" above the walking surface, and other locations. 780 CMR R308.4 20. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule. Order restrictors. 780 CMR R612.2 21. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310 b. Windows within 44" of floor, DH 3.3 sgft min window size, Casement 20"x41" exception 5 sqft at 1St floor. Minimum clear opening 20"x24" or 24"x20".780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel, opening measured from the face of the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36" out and the width of the door minimum 36", maximum step 7 V from the top of the threshold and only in-swinging doors. 780 CMR R311.3 22. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30 or less 780 CMR R311.7.4.3 Exception,4 3/8" on balustrade, 6" in the triangle. Graspable rail 1%" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or City of Northampton q Massachusetts - ' DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building tl�a Northampton, MA 01060 INSPECTOR Sky Agnitti December 11, 2014 113 Market Street Northampton, MA 01060 Subject Location:46 Norwood Avenue Map Block: 30B- 125 Mr.Agnitti Your building permit application dated 10-24-14 and structural plans dated 12-10-14 have been approved as drawn, noted, and per this memo. All work must meet all applicable codes whether noted or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. Conservation requirements must be followed to the letter. 2. Any changes from the plans the permit was issued with require a SK submitted showing changes, approvals are not automatic. 3. Footings must be properly placed and an appropriate size to accommodate all loading as designed by RK Miles. Assumed soil bearing is 2000 Ibs per SQFT. 4. HERS final ratings, duct blast results, and a signed Thermal Bypass Checklist. 5. Smoke, Heat and CO detectors throughout the structure to current building codes. 6. An emergency escape window is required within every bedroom. 7. Tempered glazing is required at all hazardous locations. 8. All load paths must be continuous from the top down and land on appropriate bearing. 9. The door from the rear porch to the garage must open to a landing. Note:July 1 begins enforcement of the 2012 IECC with MA amendments and fire protection for non- dimensional lumber floor system frames,the new Stretch Code is pending. As of August 4th 2011 the 8th Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at http•//publicecodes.cyberregs.com/icoL one must also consider the MA amendments to these codes which can be found at.www.mass.gov/dps/bbrs . The current relevant building codes are: 2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3.except those in group I soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. or if high water table or severe soils waterproofing 780 CMR R406.2. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement.780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be%2" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 RESNET Home Energy Rating Standard Disclosure For home located at: 46 Norwood Ave City: Florence State: MA 1. FX The Rater or Rater's employer is receiving a fee for providing the rating on this home. 2. 0 In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel E. Other(specify below) 3. ❑X The Rater or Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home X C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. NX The Rater or Rater's employer is a supplier or installer of products, which may include: Installed in this home by: OR is in the business of: HVAC Systems Rater Employer Rater Employer Thermal Insulation Systems Rater Employer Rater X Employer Air sealing of envelope or duct systems Rater Employer Rater X Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc.) Rater Employer Rater Employer Other(specify below): Rater Employer Rater Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET).The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_Nationa(_HERS_$tandards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. John Saveson 1911963 Rater's Printed Name Certification# November 18, 2014 Rater's Signature Date RESNET Form 0300-2 REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. ENERGY EFFICIENCY PLAN 2. Preliminary Home Energy Rating Results Based on the assumptions described above, we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS Index: 68 Preliminary Improvement Over 2014 Mass. Reference Home v2: 22.1%-Tier 1* Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. 3. Services Requested CET will provide a Confirmed Home Energy Rating for the purpose(s) indicated below. CET will charge fees for these activities based on your Home Energy Rating Services Agreement. • Stretch Energy Code compliance • Incentives for the Mass Save Residential New Construction program—Tier I* *= Mass Save Residential New Construction requirements and incentive amounts can change at any time without notice at the discretion of program sponsors. We anticipate, but do not guarantee, that current program requirements and incentive amounts will apply to this project as long as it is completed and inspected by November 30, 2015. As part of these services, CET will verify that your home meets all the requirements of these programs. I have reviewed and understand this Energy Efficiency Plan. I have reviewed the assumptions in part 1 and confirm that the assumptions are correct. Signature: Date: Printed Name: Company: Preliminary Rater:John Saveson Date: 11/18/2014 Job#:P15137 Page 2 of 2-Please send signed form to the Center for EcoTechnology Tel(413)586-7350 ext.242-Fax(413)586-7351 -areenhome0cetonline.org L1J CENTER FOR U EcoTechnolo y we make green make sense- ENERGY EFFICIENCY PLAN Project Address: 46 Norwood Ave, Florence, MA Conditioned Floor Area 1,026 ft Volume 7,215 ft Building Type Single family detached Bedrooms 3 1. Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating with the following assumptions: a) The construction plans you have provided are accurate, including window dimensions and locations. b) Energy features not listed below in part c will meet the prescriptive requirements of the IECC 2009. c) The home will be built to incorporate the following energy features: Buildina Enyelooe Specifications Used in Analysis Foundation Open crawls ace Framed 1" Floor 14" Dense-packed Cellulose (R-49), enclosed underneath Band Joists R-23 Rock Wool Batt Exterior Walls, including garage and attics R-23 Rock Wool Batt, 2x6 framing Qa 16"on center Windows &Glass Doors U-value =0.30 SHGC = 0.30 Exterior Doors R-5/U-0.20 Flat Attics: 14"loose-blown cellulose (R-52) Ceilings& Attic Hatches 2nd Floor Vaulted: 14" loose-blown cellulose (R-52) 1 st Floor Vaulted: R-23 Rock Wool Batt Ceiling Hatch: R-10+ Foamboard, fully gasketed Blower Door Test* 4.0 ACH50 or better* Thermal Enclosure Checklist Sections 3,5 Meet all Checklist Requirements as verified by a HERS rater at pre- drywall and final inspection *The 20091ECC requires a blower door test result of 7 ACH50 or lower. The number listed here requires significant improvements in air sealing beyond the base energy code. Mecharicf Systems Specifications Used in Analysis Heating Equipment Hi h Efficiency Minis lit Heat Pump, HSPF = 10.3+ Cooling Equipment High Efficiency Minisplit Heat Pump, SEER = 20+ Water Heating Equipment 0.82+ Energy Factor on-demand natural gas water heater Duct Leakage N/A Whole House Ventilation Continuously operating,variable speed bath exhaust fan <1.0 sones, 40-48 CFM, Energy Star Rated t.iahtlr�C14 Aoolia ces Specifications Used in Analysis Lighting 80%CFL, LED, or in-based fluorescent Refrigerator ENERGY STAR certified Dishwasher ENERGY STAR certified ENERGY EFFICIENCY PLAN 2. Preliminary Home Energy Rating Results Based on the assumptions described above, we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS Inde 68 ' Preliminary Improvement Over 2014 Mass. Reference Home v2: 22.1% -Tier I* Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. 3. Services Requested CET will provide a Confirmed Home Energy Rating for the purpose(s) indicated below. CET will charge fees for these activities based on your Home Energy Rating Services Agreement. • Stretch Energy Code compliance • Incentives for the Mass Save Residential New Construction program—Tier I* * = Mass Save Residential New Construction requirements and incentive amounts can change at any time without notice at the discretion of program sponsors. We anticipate, but do not guarantee, that current program requirements and incentive amounts will apply to this project as long as it is completed and inspected by November 30, 2015. As part of these services, CET will verify that your home meets all the requirements of these programs. I have reviewed and understand this Energy Efficiency Plan. I have reviewed the assumptions in part 1 and confirm that the assumptions are correct. Si nature: C Date: V Printed Name: Company: I Preliminary Rater:John Saveson Date: 11/18/2014 Job#.P15137 Page 2 of 2-Please send signed form to the Center for EcoTechnology Tel(413)586-7350 ext.242-Fax(413)586-7351 -greenhome0cetonline.org W � :; CENTER FOR U EcoTechnology' we make green make sense- ENERGY EFFICIENCY PLAN Project Address: 46 Norwood Ave, Florence, MA Conditioned Floor Area 1,026 ft Volume 7,215 ft Building Type Single family detached Bedrooms 3 1. Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating with the following assumptions: a) The construction plans you have provided are accurate, including window dimensions and locations. b) Energy features not listed below in part c will meet the prescriptive requirements of the IECC 2009. c) The home will be built to incorporate the following energy features: Building Envelope Specifications Used in Analysis Foundation Open crawls ace Framed 1' Floor 14" Dense-packed Cellulose (R-49), enclosed underneath Band Joists R-23 Rock Wool Batt Exterior Walls, including garage and attics R-23 Rock Wool Batt, 2x6 framing @ 16"on center Windows&Glass Doors U-value= 0.30 SHGC = 0.30 Exterior Doors R-5/U-0.20 Flat Attics: 14" loose-blown cellulose (R-52) Ceilings &Attic Hatches 2"d Floor Vaulted: 14" loose-blown cellulose (R-52) 1st Floor Vaulted: R-23 Rock Wool Batt Ceiling Hatch: R-10+ Foamboard, fully gasketed Blower Door Test* 4.0 ACH50 or better* Thermal Enclosure Checklist Sections 3,5 Meet all Checklist Requirements as verified by a HERS rater at pre- drywall and final inspection The 20091ECC requires a blower door test result of 7 ACH50 or lower. The number listed here requires significant improvements in air sealing beyond the base energy code. Mechanical Systems Specifications Used in Analysis Heating Equipment Hi h Efficiency Minis lit Heat Pump, HSPF = 10.3+ Cooling Equipment High Efficiency Minisplit Heat Pump, SEER = 20+ Water Heating Equipment 0.82+ Energy Factor on-demand natural gas water heater Duct Leakage N/A Whole House Ventilation Continuously operating,variable speed bath exhaust fan <1.0 sones, 40-48 CFM, Energy Star Rated Lighting &Appliances Specifications Used in Analysis Lighting 80%CFL, LED, or in-based fluorescent Refrigerator ENERGY STAR certified Dishwasher ENERGY STAR certified is* is, ---- - 18615'42=' W \ 82.50' 0 113, 1,� J i f / A10 , � use $f6 e 82.50` 18�15C3" E 36. A request for a certificate of compliance shall include documentation of success of native plantings, and reduction in invasive species from baseline conditions. 37. Alteration, including vegetation removal, within the wetland and marked buffer area as shown on project plans, is prohibited. Removal of invasive species listed on the Massachusetts prohibited plants list is not subject to this condition. ATTEST: HAMPSHIRE, _ , REGISTER MARY LBERDI 28. 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. 29. 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. 30. 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; any area within 100-feet of a wetland; any area within 200 feet of a perennial stream; a vernal pool, or any area within 200 feet of a vernal pool unless such areas are specifically approved by the Commission, in accordance with 310 CMR 10.00, and City of Northampton Ordinances - Chapter 337 31. Ongoing conditions that shall not expire with the issuance of a Certificate of Compliance are as follows: 33, 37 32. Upon completion of the work covered by this Order, the applicant shall submit a written request for a Certificate of Compliance. The request shall specify any ways that the completed project differs from the plans referenced in the Order. 33. The owner of the properties 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 deed or legal instrument conveying any or all of the owners' interest in either property or any portion thereof, shall contain the following language: "This property is subject to the Northampton Wetlands Protection Ordinance and/or Wetlands Protection Act. Any construction or maintenance work performed on this property may require an Order of Conditions, and/or a Determination of Applicability from the Northampton Conservation Commission. 34. Prior to work on the project, the applicant shall provide the Commission with a plan that clearly shows the mitigation areas proposed in the May 2 mitigation proposal, and location of buffer zone marking boulders. Such plan is incorporated into this permit by reference. 35. The mitigation area shall be permanently marked with aminimum of three boulders at least three feet in diameter, and a row of native plantings. GL w� rJ "ATTACHMENT A" 20. 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. 21. 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. 22. 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, and location of buffer zone marking boulders must be marked. 23. All required permits must be obtained from federal, state and municipal agencies and departments prior to the start of any project. 24. 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. 25. 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. 26. 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. 27. 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 Provi ed by MassDEP: Bureau of Resource Protection - Wetlands 4; b - 06641 WPA Form 5 — Order of Conditions MassDEP F'I? � J 5(qqS Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Tr saction# N _fPM, City/Town E. Signatures Important:When This Order is valid for three years, unless otherwise specified as a special 101UVP7 aol3 filling out forms condition pursuant to General Conditions#4,from the date of issuance. 1. D eof ssuance on the computer, J use only the tab Please indicate the number of members who will sign this form. key to move your This Order must be signed by a majority of the Conservation Commission. 2. Number of Signers cursor-do not use the return The Order must be mailed by certified mail (return receipt requested)or hand delivered to key. the applicant. A copy must be mailed, hand delivered or filed electronically at the same time �a with the appropriate MassDEP Regional Office. Signatures: ❑ by hand delivery on by certified mail, return receipt re nested, on Date gal 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 MassDEP 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 providing written information to the Department prior to issuance of a Superseding Order. 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. wpa5sigs.doc• rev.02125/2010 Page_of lliassachusetts Department of EnNirotunental Protection ProxidedbyMassDEP: Bureau of Resource Protection-Wetlands hlassDEP File 7 246-0669 Lill `�'"PA Form i- Order of Condidons eDEPTransaction=5644- 3 Massachusetts Wetlands Protection Act M.G.L.c. 131.§40 City"TotwNORTH.AAIPTC)N federal,state,and local laws andresttlations. i) Illicit discharges to the stannvate•management system as defined in 310(,IIR 10.04 are prohibited j) The stonuwatet•management sy;:tem app owed in the Order of Catdifions tall not be chaired without the pia•written aplxoval of the issuing attthaity k) :'yeas designated as cpialifyiuis;perzious areas fin•the Ixupose of the Low Impact Site Design Cyedit(as defined in die DlassDEP Stoimwater Handbook,Vohmie 3,Chapter 1,Low IM)act D evelopuent Site Design Credits)shall not be alteredl without die pion wzitten ap4xm7al cif the issuing anthoritq. D Access for maintenance,repair,and-ca:relIacement of BMPs shall not be withheld Any fencing constrlretedl around stanrwater BMPs shall include access sate:and shall be at least six inches above gradle to al1mv fn•wildlife pasa e. Special Conditions: D. Findings Under Municipal NNVetlands By-law or Ordinance I. Is a Intuticipal wetlands bylaw or ordinance applicable?b Yes e No 2. The Conservation Canluission hereby(clieck one that applies a. DENIES the Ix•oposed work which carnrot be conditioned to meet fire standards set forih in a miwiapal ordinance or bylaw 'pecificalt}c I.Mtuucipal Ordlnrance or Bylaw 2.CYtatiar Then efrn•e,work on this Ixc jest may not go foward tuiless and turtil a revised Notice of Intent is submitted which Immi Iles measlu•es which are adedptate to meet these standards,and a final Order-or Conditions is issued Which are necessaiv to canply wild a rntu>icipal ordinance or bylaw: b. b APPROVES the proposed wok,subject to the following ad dtional conditions. NORTH LIPTON I.Municipal icipal Ordinance or Bylaw ti'VETIANDS 2.CItation CHAPTER 33'OF THE ORDINANCE GENERAL CODE 3. The Caumissiou orders that all wok shall be perfoluedlin accordance with the following conditions and-with the Notice of Ltent ntfetwcedl above.To the extent that die following ocxlditiorrs modify o•differ fi•an the pla>ti,-Tecificatiots,a•other proposals submitted with the Notice dInteit,the conditions shall cmtrol. The special conditions relating to nituricipal ordinance or bylaw are as follows: PLE-.ST?SEE AT E-X(-MiENTA Page 'of 9*ELECTRONIC COPY Massachusetts Department of Environmental P1•otecdolt Provided by MassDEP: Bureau of Resource Protection-Wetlands- Mass DEPFil 246-0669 WPA Form 5- Order of Conditions eDEP Transaction=56447 3 Massachusetts Wetlands Protection Act M.G.L.c. 131.X40 CItV ToNNv:NORTH.-"3PTCiN «ith the construction period pollution prevention and a'osiou and sed inestation control plan and if al4 licable,the Stomiwatr Pollution Prevention Plan recplired by the National Pollutant Dischar;ge Elimination System Constiudion Cenral Permit as recpiired(n-Stom,,vatr Staud fd S. Constriction period erosion,sedimentation and pollution control rmeastires and best management practices(BrIPs)shall remain in place roitil die site is fitly stabilized. b) No stomiwatef nusoffmay-be discharged to die post-construction stomwatr BMPstuiless and until a ReUister'ed Professional Engineer provides a Certification that:i.all constuction period BDIPs have betu removed of mill be removed by a date certain specified in the Certification.For any cosstitictioh period KIN intended to be can=etedto post construction operatioi fa'stoimwater attenuation,recharge,and-o•h-eaftnent,the conversion is allowed tn-the MasaDEP Stomwat(y Handbook MAP specifications and that die BAIP has been properly cleaned or prepared for post constniction operation, including femot al of ad conistitrction period gedinie nt hipped in inlet mud otidet control structures,ii..as-tx»It final cousttiction BIUP plans are inducted signed and stamped by a Registered Professional Enmirher,cetit4 g the site is firth'stabilized;iii. mW.illicit cischages to the sto nwater management s)-stem have been removed as per die reg4e cents of Stouiwater Standard 10.iv.all post-conshtictioh stayinvater B11lPs are installed in accor(Imnce with the plans(inchi6gg all planting plans)apjxoved tn.-the is iiug authority,and have been inspected to aistire that they are not clammaged and that they are in proper wo d g cowitiem:v.any vegetatias associated Nvith post-cosstntickii B11IPsis suitably establi shed to Nrithstand erosion. c) The landowner is respxmsible for B111P maintenance until the isstim>g midlaih-i snotifted that another party has legally.assumed responsibility-for B1P maintenance.Prior to recpestimg a Certificate of Compliance,of Partial Certificate of Compliance,die responsible party(defined in General Condition 19(e))shall execite and stdxnit to the issuing authority,an Operations and Maintenance Compliance Statement("OS.-Al Stateuieit")for the Stolmwater BAIPs identifying die pity,fegxnsible for implementing the stoihnvate'BMP Operation and Maintenance Plan("0,01 Plan's and certifying the fdlcming:i.)the 0,U- I Plan is complete and trill be implemented ti on receipt of the Certificate of Conpliaice,and ii.)the fattue responsible panties slsall be notified in%iitim of their ongoing legal recpo sibility to operate and maintain the stoimwate'management BAJPs and implement the Stoinwate•Pdliticin Prevention Plat. d) Post-construction polhitioi prevention and goufoe control shall be i mplemeted in acco deice with the long-tem pollution pxevestion plan section of the approved St(vmwatr Report and if applicable,the Stamwate'Pollution Prevention Han required by the National Pollutant Discharge Elinrivatioi System ARM-Secta'General Permit. e) Unless mid ii til anothr pant-accepts respoisitrility,die landowner,a•oNrthef of any drainage easement,ammses responsibility,formaintainin>.g each BP11P.To overcome this prestuuption,the lmncbNNUe'ofthe property must stibmit to the muting aidiciitY a legally Und inlg agreement of record acceptable to the i&-sting attliaity,L%ickncing that another entity has accepted responsibility-for maintaining die B111P,and that the pxogosed responsible part-shall be treated as a peinittee for proposes of implementing the regfirerhhe is of Conditions 19(f)through 19(k)with respect to that B111P.Any failure of the pxoposed responsible pant-to implement the requirements of Coalitions 19(fl thrahgh 19(k)NNith respect to that B113P shall be a violation of die Order of Conditions o•Certificate of Compliance.In the case of stomwate'BIEN that are serving more than ate lot,the legally bindius ageement shall also identify the lots that Nvill be sauced to the Acrinvafix BbiPs.A plan mid easement teed that grants the fesponnsible party access to peifoin the recpiired operation and maintenance must be submitted alonig midi the legally bin(Ing agreement. t The fe.poisible pant-shall operate and maintain all stoninvate'B111Ps in acc(rdance with die design plans,the 0,U- I Han. and the redpiifemehts of the Massachusetts Stomiwate'Handbook. g) The responsible party-shall: 1.Maintain an operation and maintenance long for the past three(3)consecutive calehdaryears of inspections.repairs, maintenance and o'rgAacemet of the sto invatr managemet system or ann.-pant thereof.and disposal(fa'disposal the log shall indicate the type of material andthe disposal location): 2.Make the maintenance log available to MascDEP and the Consevatiai Cashmisian("Commission")upon recpest:mid 3.Allow members and no-aits of the MassDEP and the Commission to eite•and inspect die site to evaluate and ensth'e that the respousibl a part.is in compliance NNith the recpliremehts fa•each BNEP established in the 0.U- I Plan approved by theiss ing authoih'. h) All seciiiieiit cn'odic'colitamiiiants removed fioii stoi-nnvate'BAfPq shall be t,To ed of in accor(laiiee NNith all al4)licable Page 6 of 9*ELEC'IRONIC COPY 1llassacliusettsDepal•tinent of Envii,oninental Protection Provided byMassDEP: - Bureau of Resource Protectioll-Wetlands MaasDEP File�l46-0669 «•'PA Form 5- Order of Conditions eDEPTiansaction=56x4-3 Massachusetts Wetlands Protection Act M.G.L.c. 131.S40 CYh'Totvu:NORTILAAiPTON 5. This C der niay be extended tn-the issuing authaih-for one or more period of up to three years each upon application to the isa»ng authority at least 30 days pxio•to the egifafion date of the Order. 6. If this Ch•der constitrtes am Annencled Ch de•of Coh(iti ons,tlris Amended Ch oler of Conditions sloes not exceed the irtlrarhce (late of the oigirial Final Order of Condifiohs. Any fill used in couneefion with this project shall be dean fill.Amy fill shall curtain no trash,rehise,rubbish,of delmis,incituting but not linrited to lumber,bricks,platter,wire,lath,paper,carcioard tripe,fires,ashes.refige•atos,motor vehicles,or parts of any of die foregddmg. 8. Tlris Order is not final mrlih all administrative appeal peiods from this Ckder have elapsed,of if suet►all appeal has been taken, until all proceedings before the Department have been completed 9. No work,shill be tundetaken unfil the Order has become final and then has been recorded in the R.egisiry. of Deeds or fine Land Cohut for the district in wtrich the land is located within the drain of fide of the affected property.In the case of recorded laud the Final Order shhall also be noted in the Regishy's Ckantor Index(uxnder the ram a of lire ow7her of the hand upon w,Wdi the proposed work is to be done.In the case of the registered land the Final Order shahl also be noted on the Land Court Certificate of Title of the ow7her of the land upon wtrichr the proposed wort:is done.The reccf(ing nhfonmation shall be submitted to the Conservation C'ommnission on the form at the end of this Order,which form must be stamped by fire Rq isty of Deed, prior to the commencement of work.. 10. A sign shall be displayed at the site not less then two scprare feet or shore than three scghare feet in size bearing fine words, Mawachnrsetts Dep artinnent of Eutiromuental Protection" [or T1asa])EP") File Ntuuber:"246-0669" 11. Where the Department of En-vironmental Protection is redpretted to issue a Supesedirng Order,the Ccuseivation C'onnnitcioh shall be a party to all agency procee(Ings and hearings before Man:DER 12. Upon completion of the wok described herein,the applicant shall subnnit a Re(fie:t for Cerhiftcate of C'ompliancce(WPA Foam 8A)to the Ccuservaton Commission. 13. The work-shill conform to the plans and special condtioi~referenced in Ihis order. 14. Any charge to the plans identified nn Condition=13 above shall re(puire the ankcaut to indpuire of the C'onsevafioh Commission in wiifing wtnedie•tine dharnge i s significant enough to re(pire the filing of a chew Notice of Intent. 1;. The Agent or members of fine Conservation Commission and die Department of Dnirormentah Protection mall have fine right to enter and inspect the area stiN ect to this Order at reasonable hours to evaluate compliance with the con(fifloms stated in this Order,and may re(lirire the stdxnnittal of all)'data deemed necessary by the Conservation Commission or Department fa•that e�mhrafioh. 16. This Order-of Conditions shall apply to art-successor in interest of sunccesso•in control of the property subject to tins Order•and to any contractor Of other•parson p-xifornhing w•oic conditioned tn-this Cx der. 17. Prior to the start of work,and if the project involves work aclj acent to a Boderiug Vegetated tii'etland tine boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stales or Ragoig.Once in place,the wetland bcRndan-markes dill be maintained until a Certificate of Coupliance has been iswued by fine Cohsaz•afion commission. 18. All sedimentation barriers shall be manntainedlin good repair until all(Istuubed areashave been fillly stabilized with vegetation a• other means.At no fine shall sediments be deposited in a wetland o•water bock'.During construction,fine applicant or his7he• detigrnee 411H inspect the erosion controls on a daily basis and shall remove accuuuuilatedl seclumeuts as needed The applicant shall imrmediateh-control ail).erosion problems that occur at the site and shall also immeclately notify the Consaz,adon Commi pion,which reseves the rislnt to recpnire additional erosion and o•damage prevention controls it may deem necessary. Sedimentation barriers small serve as tine limit of work unless another lnnit of took line has been approved try this 01•c10•. NOTICTI OF STORDINVATER CONTROL AND DLARFMNAN(:T REQ)jm E141ENTS 19. T1ne we lc assodated with finis C1•der(the"Project")is(1) is rhos(_>)b sti>ect to the Massachusetts Stormwate•Standards. If fine won:is subject to storuwater Standard,then the pn•oject is subject to tine following condfions, a) All work,inchrdahg site preparation,land disturbance.comstructioh and redevelopment shall.be irmplemented run accordance Prtge 5 of *ELEC'MONTC COPT' Massachusetts Departinent of EnNt'onmental ftotection Provided byAlassDEP: Bureau of Resource Protection-Wetlands MassDEP File=2-t6-0669 WPa Form 5- Order of Conditions eDEPTiaiisaction=5644.3 5 Massachusetts��'etlands Protection Act il�i.G.L.c. 131,X40 City-Town NORIMAMETON a.scptare feet b.scpiafe feet 1'.a Salt MaMies a.sdptare feet b.scptare feet e.scpiafe feet d scpiare feet 18.a Laird Under Salt Ponds a.scpiare feet b.scpiare feet c.c..)?di-edged d.ciyw cl-edged 19., Laid Contaftim Stiellfisli a.scptare feet b.sdptare feet e.scpiafe feet d scpiare feet Indicate size twder Coastal Banks,inland Bank,Land Under the 20.r Fish Riuns Ocean,and-or idand Land Under Waterbodies and Watemays. above c.c,`y dredged d.c.-y di-edged 21.e. Land Subject to Coastal Storm Flowage a.scpiare feet b.scpiafe feet 22. F Restorat.kxvEigiatieemeiit.(For Approvals Only) If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the aftare footage that has been entered in Section B.5.c&d or B.I'.c&d above,please entered the additional amotm here. a. scptafe feet of B`N'V b.scpiare feet of Salt Mar,,4r 23. Streams Crossni?(S) If the p•oj ect involves Stfeann CroK%bigs,please enter the number of new dreann cosan.29muuber of replacement stream crossings. a.munber of new stieann cosmigs b.iminber of rellacei rent stream a•ossings C. General Conditions Under Massachusetts Wetlands Protection :pct The fonowing conditions we only applicable to Approved projects 1. Failure to caulily with all coriditionis stated herein,and with all related stahites and other regulatory measures dnall be deeined cause to revoke of modify this Ofder. 2. The Order sloes not grant any p ropeity rights or arn'exclusive pxi-aleges,it does not audmize any injury to private property or irmado n of ptivateridits. 3. This Order does not relieve the pennnittee of any other person of the necessity of canphing MIh all other applicable federal, state,or local stahrtes,ordinances,bylaws,of regulations. -t. The work authorized herenwder shall be connpleted within three pears h-cxn the elate of this Order milers either of the following apply. a.the work is a maintenance dredging px tl ect as p rorided for in the Act.or b.the time for completion has been ettendled to a specified date wore than three pears,but less than fire pears,from fine date of ismance.If this Order is intended to be valid for more than three years.the extension date and the special cif cnwista ices warranting the ex-tendled time period are set forth as a special condtice in this Order. Page 4 of 9*ELECTRONIC COPY Massachusetts Department of EnNironmental Protection ProtidedbyMas,DEP: Bureau of Resource Protection-Wetlands AfasisDEP File=246.0669 WPA Form 5- Order of Conditions eDEPTi-aasac6ou»5 644'3 Massachusetts Wetlands Protection Act M.G.L.c. 131.S40 CY y--ToNNm:NORTf AA1}.'TON a. .. Bank a.Knew feet b.linear feet c.linear feet d linear feet ±. Bordering Vegetated`'4'edand a.scpiare feet b.scpiare feet c.scpare feet d scpiare feet 6. __ Latdtui(L-i rate bodiesandNVateiways a.scpiare feet b.scpare feet c.square feet d scpa•e feet e.cr`y dredged f.c.1y dredged Bordeiiii2 Land SuUj ect to Flooc6ng a.scpiare feet b.scptare feet c.scpiare feet d scp►are feet Clibic Feet Flood Storas_e e.cubic feet f cubic feet ;.c1 bic feet h.rabic feet S. Isdatecl Lanci Subject to Flooding a.scpiare feet b.scp►are feet Cubic Feet Flood Storage c.aibic feet d cubic feet e.cubic feet f.cubic feet 9. Rived vnt Area a.total Al.feet b.total sq.feet Sq ft N"itlnn 100 ft e.squae feet d scpiare feet e.scpiare feet f.scprare feet Sg ft between 100-200 ft g.scpiafe feet h.scpiare fret i.scpare feet j.scpiae feet Coastal Resom•ce Aiva Impacts: Resource.Axea Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement. 10. Designated Po t Areas Indicate size wx6-Land Under the Ocean,below 11. Land Under the Ocean a.scpiare feet b.scplare feet c.cv-(kedged d.Ov dredged 12.P Banier Beaches Indicate size uuckr Coastal Beadies an(Vor Coastal Dories below 13. e Coastal Beaches a.scp►are feet b.square feet c.c�!nouidnnent d ciynowidnnent 14. Coastal Davies a.scgiafe feet b.scp►are feet c.c'}.nowishment d oy nowishwent 1 i. Coastal Bantu a.linear feet b.linear feet 16. Rocki,Intertidal Slwres Page 3 of 9*ELECTRONIC' COPY MassachusettsDepartmeltt of Environmental Protection ProvidtedbyMassDER Bureau of Resource Protection-Wetlands AlascDEP File=Z-t6-0669 eDEP M-ansaction 564'3 . �`"PA Form 5- Order of Conclitioas = -1 CYh'�To«v:NORTHA1bIPTC�N Massachusetts Wetlands Protection Act M.G.L.c. 131.§40 PROPOSAL,FOR 46 NORWOOD NVEII-ANDS RESTORATION EZRAPARZIBOCE h1av2,2013 AND INVAST4 E SPECIES 111ITICi ATION R Findings 1.Findnlgs ptustrarit to the Aiassachtrsetts Wetlands Protection Act Fdlowing the review of the the above-referenced Notice of Intent and based on the information provided in this application and presented it the public meeting,this Comuussice finds that the areas in wtudn world is proposed is sig"cant to the following interests of the V4'etlarndsProtection Act. Check all that apply: a. b Public Water,%q)ply b. r Laud Co ntainius Shellfish C. b Prevention cif Pollution d. b Pnit gate Water Su l)ply e. b Fisheries f. b Protection of Wiildife Habitat g. b CIr•ou nd Water Supph' ln. b Storm Damage Prevention i. b Flood Conh•ol 2.Co emission hereby finds the project,as proposed is: Approved subject to: a.b The following conditions which are necec's iy in accordance with the imfovnauce standards set kith in fine wetlands feglilations. This Cominisgon orders that all w'o'k dull be pelfonned ill accordance with the Notice of Intent referenced above,the following General Conditions,and ainv othef special conditions attached to this(Aden.To the extent that the following mudtitions mdKtlfy of duffer fron the plans,specifications,or other p•opo als sulxnnitted with the Notice of latent these conditions shall cont d. Denied because: b., The proposed work cannot be conditioned to meet the pelfCnunaace standard:set forth in the wetland regidations.Therefore, wok on thus prdoject may snot go forward unless and tnntil a liewv Notice cl'Iatent is s'tibmittedhwlnidn pro-.ides ineastrres winch are adedpnate to protect interests of the Act,and a final(X(ler of Conditions is is.Rned A desciiption of the pelfounmice standards which the proposed work caamot meet is attached to this Order. c. a The innfonnnation snlnnitted by the applicant is not sufficient to describe the site,the wok cr the effect of the woi k on the interests identified in the Wetlands Protection Act.Therefore,won:on this project may not go forward unless and until a re-vised Notice of Intent is suNnitted which provides sufficient inlfoination and includes rneaanves w'lrldi are adedpnate to protect the interests of the Act,anti a final Order of Condlitions is issued A desci iption of the specific infoiluation w=hich is IncIdug rind ulky it is necessali-is attachedl to this Order*s per 310 CAIR 10.05(6)(c). b Buffer Zone Impacts:Shotest distance between lunnitofprcject disturbance and die w•etlaudresou�ce a; area specified in 310CThR10.01(1)(a). a.linear feet hdaiul Resolmce Area Impacts:(For Approvals Only): Resource Area Proposed Permitted Proposed Permitted Altenation Alteration Replacement Replacement Page 2 of 9*ELECTRONIC COPT' NIIINIIII(1111111111L11111 IIII IIIIN1111213655 Bk: 11345Pg:231 Page: 1 of 11 Recorded: 06/12/2013 09:53 AM Massachusetts Department of EnAronmental Protection hvddedbyAlassDEP: Bureau of Resource Protection-Wetlands rtassDEP File=_>46-0669 WPA Form 5- Order of Conditions eDEP'RanSactiou 5644-3 Massachusetts Wetlands Protection Act M.G.L.c. 131.§40 C51♦Trn,vu:NORTH4MPTON A. General Information 1.Conselvation Commission NORTHAMPTON '_. Issuance a. b OOC b. �. Aniencled OOC 3.Applicant.Details a.hist Name EZRA b.U4- Name RARZYBOK C.Organization d Eiailitlg Ackh-ess 30 NORNNTOOD AVFNLTE e.City,Trn-vu NORTHAMPTON f.State I`U g.Zip Code 01062 4. Prop eity Owner a.First Name E2R-1 b.Last Naiue PAMBOK C.Organization d.Mailing Ackhes.s 30 NORNVOOD AVENUE e.CYty Tcntiv NORTIiAMPTON f.State 1lLa g.Zip Cock 01062 5. Project Location a.Sh-eet Ad&ess 46 AND 30 NORWOOD AVENUE b.Cih1.T0AU NORTH.AIPTON c.Zip Code 01062 d Assesscx:s Map-,Plate 30B e.Parcel.Lot= 125 f.Latitude 42.32321N z.Largihule ?2.6628;W 6. Prop eity recorded at the Registq of Deed for a.Cotmty- b.Certificate c.Book d.Pax ELAMPSHIRE 9026 186 '.Dates a.Date NOI Filed: 3.20,2013 b.Date PubiicHearingC1osed 5'911013 c.Date OfIsasrauce: 5r1'2013 8.Rial Approved Plans and Other Docuuuents a.Plan Title: b.Plan Prepared by: c.Plau Sioned.Stanped by: d.Rotsed Final Date: e.Scale: NOTICE OF INTENT PAC1=, STNOLEFAMMY Nh-NVEN(A-AND HOUSE,46 EN`-MONM NNTA March 20,2013 NORWOOD AVENUE Page 1 of 9*ELECTRONIC`COPY • PLANNING AND SusrAwABnn Y s CITY of NoxTTHAmvroN �J planning•conservation•zoning•northampton GIs•historic•community preservation•central business architecture y ■ r Sarah LaValley,Conservation.Preservation,&Land Use Planner•slavalle.3,@aiorthampionma.gov•413-587-1263 June 12, 2013 Ezra Parzybok 3o Norwood Avenue Northampton MA,01060 RE: Order of Conditions,DEP#246-669; 46 and 3o Norwood Avnue,Parcel ID 3oB-125 Dear Ezra: Enclosed please find the original signed Order of Conditions for the above referenced project. This Order has been recorded in the Hampshire County Registry of Deeds,and filed with the Department of Environmental Protection as required. The ten business day legal appeal period from the date of issuance has expired,and the project may begin at any time once pre-construction conditions are met. Please read the document carefully,as it contains conditions that must be adhered to before,during,and after work on the project. Please feel free to contact me with any questions or concerns. Thank you, Sarah LaValley ' Conservation,Preservationd Land Use Planner City Hall•210 Main Street•Northampton,MA o1o60■www.northamptonma.gov/OPD City of Northampton Mail-Re: 46 Norwood Avenue https://mail.google.com/mail/u/0/?ui=2&ik=3921lafc3d&view=pt&se... Charles Miller<cmiller @northamptonma.gov> Re: 46 Norwood Avenue 1 message DRVCD <drvcdllc @yahoo.com> Thu, Dec 11, 2014 at 1:24 PM To: Charles Miller <cmiller @northamptonma.gov> Hi Chuck, thank you, here is the pier spacing sheet. I have read through the Planning And Sustainability Order of Conditions DEP#246-669 and am familiar with the conservation requirements. -Sky I of 3 12/11/2014 3:15 PM �.a-. w_: __ ____. _.. ..._.: _. i ! ; i i , , , Y rl YM _ .._ ....._. ........... , i a _ _ 3 I j f f r OA ig 0(2 i �,.2 bM ��;�• 1 V.'S�'4,t ( � X26 { 6 f ¢¢ f . `. d - ; ........... L - t t * i e 3 ; 3 E t City of Northampton Mail -Re: 46 Norwood Avenue https://mail.goog.le.com/mail/u/0/?ui=2&ik=39211afc3d&view=pt&se... !V 0 O 0 0 O O Q 0 a oa wig Q ; o ti r 0 a. p 0 0. 0 0 On Dec 11, 2014, at 1:12 PM, Charles Miller <cmiller @northamptonma.gov> wrote: Hi, I'm going to try to get this issued today or tomorrow. I can't find a copy of the final pier layout please email me one showing the size and spacing of bearing points keeping in mind they need to adequately support the loading assuming soil bearing capacity of 2000 Ibs per SQFT. There are also conservation requirements prior to any work. Chuck Miller On Wed, Dec 10, 2014 at 11:29 AM, DRVCD <drvcdllc @yahoo.com> wrote: 2 of 3 12/11/2014 3:15 PM l� V Da�wN a S 'Lon i 0-1�cONb A2 I I i i i i vp I 1"44W FLoo fZ (UY j Al k �}� � � , i ✓/ �_ _ � •� �� �� i � K � � � iYc - + , �- R! ,I T I, � :. _ i ¢ .. { � _.__. � F} i _.__._. � ..__.__ � r ` ..._ ` j ..... �. �� � � l 'I V� ay _. L t d_.S-_ � 3 _..... � I j � �}` ' � r 3 i �.. s r. ..__.... `4: �' i .._ �/ ,. [ s A�F f,ik _ � - - ? _, �- , } .. _ � �2 f i f { 5ee wq : t 1 } F ' I t M I w 6 _ t , T f I ; Nil /d3d17 1 { i i ! t --- 1 it{I ytj �`J",jay 1 i ,,�_ ,�» y � •qty C O r s I i It l i Ih I I ry- E a I I i . i ti PR I - , /(TCrl f 1 t , Elk y s � I I f i ! WA I— I f , P t , { 3 t, r Fn y. Truss P # . T a i t y' �E......._tt�q �� I -^ r 14-L t! r ? 7 oi SILL PLA J `s y � l r 3' IAIbW SCHEDULE Tr; .s�zc /114r ECI ISO 1 y /i �,C'!t It 2 Z-7% k'f // x 7 H S�//IL" a Y-//�2 N V Crrsc. ..� L/?, cf, T�w r Vr„, so .� w,�J , abort/I”{ 2'Xs' Y .2 Q3' 3. 7. . WruDow �H�Dvc.E A Job--.-- ----. -!Truss - Truss Type -._.__- Qty -. Ply 46 Norwood Ave.Florence,MA 141111648 - T02SGE GABLE 2 j 1 i Job Reference(optional) ---------- ! Universal Forest Products 7.520 s MaY 8 2014 M7ek Industries,Inc.Wed Nov 19 0 5:50:38 2014 Page 1 ID:4ZyVyvkl?j?L?Vn W3OA)TQyHjlx-i2Bmr3 nge8lbED2ygJigha2ATrUPtaExVBVK7jyHji. 1-0-0 5-2-6 + 10-6-0 15-9-10 21-0-0 22-0-0 1-0-0 5-2-6 5-3-10 5-3-10 5-2-6 1-0-0 Sole=1 3]8 45 5 k 31 900112 32 29 I I I 4x4 . s axa 4..112 a 1 5� m 3 tT1 ! t_.T1 T1 J56 ry 2 `t h Br'4 w1. w2w2 1 Ti s '.'I q81 f. r HW1 - H� p �14, 12 11 10 L- 1J1J 5x9 Sxt2 2 II 5-2-6 10-6-0 _ 15-9-10 -- 21-0-0 5-2-6 5-3-10 5-3-10 5-2-6 - Plate Offs ets�X _12.0-8-5,Edge],[8:0-8-5,Ed L1-1 0-4-0,0-3-0] LOADING(psf) i SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40O(Roof Snow=40.0) Plates Increase 1.15 TC 0.67 Vert(LL) -015 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.76 Vert(TQ -0.3310-11 >760 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.08 8 rda n/a BCDL 15.0 Code IRC2009/TPI2007 (Matrix-M) Wrnd(LL) 0.0710-11 >999 360 I Weight:99 lb FT=4% LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc pudins. BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SPF No.2 or 2x4 SPF Stud _--— -- -.- OTHERS 2x4 SPF No.2 or 2x4 SPF Stud MTek recommends that Stabilizers and required cross bracing be installed l during truss erection,in accordance with Stabilizer Installation guide. SLIDER Left 2x8 SP No.1 1-11-12,Right 2x8 SP No.1 1-11-12 - - - --- _-- -- REACTIONS. (Ib/size) 2=146510-5-8(min.0-25),8=146510-5-8 (min.0-25) Max HOrc2=66(LC 7) Max UpIiR2=-WLC 8),8=-66(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 23=534/19,34=-2334/342,42 9=-1 56 81242,29-30=-1462/248,530=-1350/265,5 31=-1 3 50126 5,31-32=-1462/248,6-32=-1568!242, 6-7=-2334/342,7.8=-534/19 BOTCHORD 2-12=-249/2126,11-12=-253/2128,10-11=-25312128,8-10=-249/2126 WEBS 5-11=-151/1148,6-11=1106/238,4-11=-1106/238 NOTES- 1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf,h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Ectenor(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf-40.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow bads have been considered for this design. 5)This truss has been designed for greater of min roof live bad of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x3 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord five load ronconcurrent with any other five bads. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 2 and 66 lb uplift at joint 8. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this thus. LOAD CASE(S) Standard 1 i -_-- ------Job Truss T ype -_-_ 1 -- -_ ----_- --_.__. - rTruss _Qty Ply 46 Norwood Ave.Florence,MA ,141111646 T02 ROOF SPECIAL 5 1'. Job Reference(optional) Universal Forest Products - - 7.520 s May 8 2014 MiTek Industries,Inc. Wed Nov 19 05:49"2014 Page 1 1 D:4ZyVyvkl?j?L?V n W3OAjTQyHjlx-HfwMVcByMYyF mwwaf_k9VBoy542mE9s?5nQTDryHji -1-0-0 5-2-6 10-6-0 15-9-10 21-0-0 22-0-0. 1-0-0 r 5-2-6 5-3-10 5-3-10 5-2-6 1-0-0 5®k=13]8 4G' 5 23 22 90pt2 T2 I R r � 2,1 s 4 4,W i12 I h •1 3'- T, T1 2 _. ryl 1 F �mw, N� 9 B1 t 4 12 11 10 I, ,.SKi I 5�. i.SXt II .12'..I .1211 5-2 G 10-6-0 15-9-10 - 21-0-0 5-2-6 5-3-10 5-3-10 5-2-6 Plate Offsets(x Y)-j2 0-8-5,Ed-qe1 j8 0S5,Edgel,[110-0 0,03-0] --- -- - LOADING(psf) - - - TCLL 40.0 j SPACING- 2-0-0 CSL DEFL in (loc) /defl Ud PLATES GRIP I (Roof Snow=40.0) Plates Increase 1.15 TC 0.67 Vert(LL) -0.1510-11 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.76 Vert(TL) -0.3310-11 >760 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.08 8 rda Na BCDL- 15.0 Code IRC2009/TPI2007 (Matrix-M) Wind(LL) 00710-11 >999 360 Weight:91 lb FT=4% LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc pudins. BOT CHORD 2x4 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud - - MTek recommends that Stabilizers and required cross bracing be Installed 1, SLIDER Left 2x8 SP No.1 1-11-12,Right 2x8 SP No.1 1-11-12 during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1465/0-5-8(min.0-25),8=1465/0-5-8 (min.0-25) Max Horc2=66(LC 7) Max Uplift2=-WLC 8),8=-66(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3---534/19,34---2334/342'4-21=-1568/242,21-22=-1412/248,5-22=-1350265,5-23=-1350/265,2324=-1462248,6-24=-1568242, 6-7=23341342,75=-534/19 BOT CHORD 2-12=249/2126,11-12=-25312128,10-11=-253r2128,8-10=-2492126 WEBS 5-11=-151/1148,6-11=11061238,4-11=11061238 NOTES 1)Wind:ASCE 7-05,100mph,TCDL=5.Opsf,BCDL=5.Opsf,h=24R,Cat.II;Exp B,enclosed,MWFRS(low-rise)and C-C Exterior(2)zone,cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05,Pf=40.0 psf(flat roof snow);Category II;Exp B,Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5)This thus has been designed for a 10.0 psf bottom chord live load nonooncu rent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 lb uplift at joint 2 and 66 Ib uplift at joint 8. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)"Semi-rigid pitchbreaks including heets"Member end fairy model was used in the analysis and design of this truss. LOAD CASE(S) Standard I I ' I I I Truss Truss Type 'Qty Ply 46 Norwood Ave.Florence,MA 141111646 S0ISGE GABLE 2 1 IJob Reference(optional) Universal Forest Products 7.520 s May 8 2014 MiTek Industries,Inc.Wed Nov 19 05:48:49 2014 Page 1 ID:4ZyVyvkl?j?L?VnW3OAITQyHjlx-O45ZzoTSJfO3fTD?xwFGmat XPvLmrlKu Rjb3oXyHjj 1-0 0 4-0-3 10-6-0 16-11-13 21-0 0 2-0- 1-0-0 4-0-3 6-5-13 6-5-13 4-0-3 1-010 1:45.1'. a 2] 28 T1 I I T1 5 T s VA VJ4 �T,W3 to .V2 8 9W[12 8 I 12 3xd II I 4-0-3 — 4-0-3 T 6-5-13 6-5-13 - - 4-0-3 Plate Offsets(X,YrL0.3-0,0.112] 04-00.1-8],15.0-0-0,01-0]L603—p 12l SPACING- 2-0.0 CSL DEFL in (loc) Udell Ud LOADING(psf) PLATES GRIP --- TCLL 40.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.16 9-10 >999 240 MT20 197/144 l (Roof Snow=40.0) Lumber Increase 1.15 BC 0.45 Vert(TL) -0.38 9-10 >655 180 TCDL 10.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.49 8 rVa Na BCLL 0.0 Code IRC2009/TPI2007 (Matrix-M) Wind(LL) 0.07 9-10 >999 360 Weight:116 lb FT=4% BCDL _ 15.0 - LUMBER- BRACING TOP CHORD 2x4 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100E 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud*Except* WEBS 1 Row at midpt 5-10,3-10 W2:2x4 SPF No.2 f MTek recommends that Stabilizers and required cross bracing be installed OTHERS 2x4 SPF No.2 or 2x4 SPF Stud during truss erection,in accordance with Stabilizer Installation guide J REACTIONS. (lb/size) 12=1461/0-5-8(min.0-2-5),8=1461/05-8(min.0.2-5) Max Horz 12=177(LC 7) Max Uplift12=59(LC 8),8=59(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12=-1425/224,23=-3678/356,3-27=-1619/185,42 7=-142912 0 8,428=-1429/206,5-28=-1619/185,5-0=-3678/356,6-0=-14251224 BOT CHORD 10.11=-219/2757,9-10=-18412757 WEBS 4-10=-7011079,5-10=-1740/286,5-9=-10/1159,6-9=-209/2981,3-10=-1740/286,3-11=97/11159,2-11=-209/2981 NOTES- j 1)Wnd:ASCE 7-05,100mph;TCDL=S.Opsf;BCDL=S.Opsf,h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)Truss designed for wind bads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 3)TCLL:ASCE 7-05,Pf--40.0 psf(flat roof snow),Category 11,Exp B;Partially Exp.,Ct=1.1 4)Unbalanced snow bads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live bads. 6)All plates are 1.5x3 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Bearing at joint(s)12,8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 lb uplift at joint 12 and 59 lb uplift at joint 8. 11)This truss is designed in accordance with the 2009 International Residential Code sedans R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 12)"Senn igid pltdtbreaks including heels"Member end fixity model was used in the analysis and design of this miss. LOAD CASE(S) Standard I -- Job Truss Truss Type Qty Ply Norvood Ave.Florence,MA 4111164B S01 ROOF SPECIAL 4 i __ �411 Job Reference�opLOna1 rUniversal Forest Products 7.520 s May 8 2014 Mf rek Industries,Inc. Wed Nov 19 06:11:15 2014 Page 1 ID:4ZyVyvkl?j?L?VnW3OAjTQyHjtx--1RPS211KDb48K7hncOvJQnYjUkfD2Y0y8e11 WyHtOg 71-0-0._ _ 4-0-3 10-6-0 16-11-13 21-0-0 F, 62-0-Q 1-ml 4-0 3 6-5-13 6-5-13 4-0-3 -0 46 Scale=1:0.51 I- I •n p �Tt Tt 5 SiB 11 e�= 10 9 5x6 V2 6 9.0012 12 SW II 4-0-3 10-6-0 16-11-13 21-0-0 - --- - 4-0-3 - 6-5 13 6-5-13 4-0-3 _ _J li Plateorrsets�x,�Lzo�,o-11�Lo-__3-o,a1-1z1--- - -- LOADING(psf) SPACING- 2-0-0 CSL DEF11 in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 plates Increase 1.15 TC 0.71 Vert(LL) -0.16 9-10 >999 240 MT20 197/144 (Roof Snow 40.0) Lumber Increase 1.15 BC 0.45 Vert(TL) -0.38 9-10 >655 180 BCDL 10.0 Rep Stress Incr YES WB 0.73 Horz(TL) 049 8 rJa n/a BCLL 0.0 BCDL 15.0 Code IRC2009/TPI2007 (Matrix-M) Wlnd(LL) 007 9-10 >999 360 Weight 97 lb FT=4% i LUMBER- BRACWG- TOP CHORD 2x4 SPF 210OF 1.8E TOP CHORD Structrral wood sheathing directly applied or 38-8 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud*Except' WEBS 1 Row at midpt 5-10,3-10 W2:2x4 SPF No.2 MTenk recommends that Stabilizers and required cross bracing be installed J durig_ tnss erection,in accordance with Stabilizer Installation side REACTIONS. (lb/size) 12=1461/0-5-8(min.0-2-5),8=1461/0-5-8 (min.0-2-5) Max Horz 12=177(LC 7) Max Uplittl2=-59(LC 8),8=59(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12=1425/224,2-0=-0678/356,3-13=-1619/185,4-1 3=-1 42 91208,4-14=-1429/208,5-14=-1619/185,5-6i=3678/356,6$=14251714 BOTCHORD 10-11=-219/2757,9-10=-184/2757 WEBS 4-10=-70/1079,5-10=-1740/286,5-9=-10/1159,6-9=-209/2981,3-10=-17401286,3-11=-97/1159,2-11=-209/2981 NOTES- ; 1)Wind ASCE 7-05;1 oomph;TCDL=5.0psf,BCDL=5.Wp h=24f1;Cat.1t Exp B;enclosed;MWFRS(bw-rise)and C-C Exterior(2)zone;xarAilever left and right exposed;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf--40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live bad ronconcurrent with any other live bads. 6)Bearing at joint(s)12,8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 lb uplift at joint 12 and 59 lb uplift at joint 8. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard I i ; I I S Isla 4.. _. __- Deep River Valley 46Norwood Ave Florence, 11/19/14 Roof Trusses-For ApprovaladM� .e 21'0" I i r g -a --------------------------------------------------- S01SGE 00 ---------- SO1 --------- 1 1'1i 1/4e T02SGE L' I N O N t I �N ' j 11 I IN I I OI � { I �O fN iO I 1'1',1/4" i rnnr r S Isla 4.. T SO CD C ___. --- - -_ I UFP Belchertown, LLG � A). A Universal Forest Products Gomponf ',- _. __- Deep River Valley 46Norwood Ave Florence, 11/19/14 Roof Trusses-For ApprovaladM� .e PCD CL r g -a C <0 00 i N O I N O I I N O O I rm I 0 t I I I T SO CD C ___. --- - -_ I UFP Belchertown, LLG � A). A Universal Forest Products Gomponf ',- _. __- Deep River Valley 46Norwood Ave Florence, 11/19/14 Roof Trusses-For ApprovaladM� .e _ 5 5 A TRU55�AENT�GRPAI ONLY Inisaes are Eecgned as nErvtlual buitln9 mmponeMS b be B'e dNfi�g tlaep:a Me ya'.(ra d Me ing dviy�er. MrvHC.d desgn sbeets for eacn Ee�itln,Of Em Me Pla�aml dmxmg me bwamnm�a«.«aPan; 1«MaweN�,a ,a Ib«cbg r,l x«as and m«ayal«n.a 1«Me w«x .me eeeya d aye w�salyw a n,wa an need baan,a we,m tlurvm iMe mq aeLA dMe bed tle�nee F«¢aee Bam a as b ab n a.aex¢d '� 'aarm imm Ma Tnas Phroel SdV 58]DYIn(m Ome'Medson N1531T91 NMe esponeffinlny dine G«renl C«Yrad«i5upaeFMnd«N b rely PlarHetl Ines My«G Lgtl«app Me Me,Metl mn9nnty Plans. maaa�,am�..n May ao aaL n me�ewmaM�v d Me Ganaral cmo-ad«rsnPeaamml m ao.,ae PMm ceanivg me rMa epmBCAlom ma aasieea.uaNe�l Faecl ProEUClc wa em m reaPeasLla f«Pr�ugaa «ml �iu�.DO NOT CUT.NOTCN,ORIL4 at OTHER MSE FEPIJR'MP1lUFPLTUREO TRUSSES IN ANV W11� tln.hn.J ,rat;PrYP.n....a tll�alua r.al.�_�..� al,r v;v v ---... - 11/19/14 _. THOUi PRnOR WLTiEN Mf1YpRWTON BYRLICENSED PROFESSIONILL.OESM.PNTED BY UFP.UFP NILL NO" HELD RESPONSIBLE Fat ANY MODIFlGTIONS OR CHRRGE BACKS"DONE YNTIOUT PPoOR KRITTEN Job - ._Truss _.. Truss Type _. Qty Ply Norwood Ave.Florence,.MA _- 141111646 F03L Flow Supported Gable -,1 1 I Job Reference(optional) Universal Forest Products 7.520 s May 8 2014 MiTek Industries,Inc. Wed Nov 19 05:53:112014 Page 1 ID:4ZyVyvkl?j?L?Vn W3OA)TQyHjlx-jUxcyOeoc91 tSkFMHyxiOgtTKWtrEy3ThU3w_LyHjf 0 i1TB 0�1T8 sw�a11a1 3x4 2 3 d 5 6 7 8 6 3rd — T T IiT T �T tiT1 6Tj r� 18 17 18 15 14 13 12 11 10 10-0-0 r 10-0-0 LOADING 40.0 SPACi6G 2-0-0 CSI. DEFL. in toc Vdeft l/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0,07 Vert LL r11a rda 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert TL Na n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 10 nia Na BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:36 lb FT=0%F,0"/.E I LUMBER- 19RACt1G- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flal) REACTIONS All bearings 10-0-0. (lb)-Max Grav All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES (lb)-Max.Comp./Max.Ten.-All faces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chard bearing. 3)Truss to be fully sheathed fron one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 14-0 oc. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 6)"Semi-rigid pkchbreaks including heels"Member end fixity model was used in the analysis and design of this taus. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0131"X 3')nails. Strogbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard I I I I Job -_.Truss -_- ?Truss Ty -_-- ---_ --_ Qty Ply 46 Norwood Ave.Florence MA 14111164B 1 F02L I Floor Supported Gable 2 1 'il Job Reference(optional)_ Universal Forest Products 7.520 s May 8 2014 MiTek Industries,Inc. Wed Nov 19 05:52:46 2014 Page 1 ID:4ZyVyvkl?j?L?Vn W 3OAjTQyHjlx-ygw9irK6VTtQburYJC?rtZLC5RL6tfunx5V6dlyHjg. 1.$ 0-4-0 5®k=1'10 3I 3ffi II 3G�� 1 2 3 a 5 6 7 JI Wi STi sr, alr i I sTZ I vrz �I ----- e I I I tt ro e e 3x4 5-2-0 -5-6-0 5-2-0 04-0 LOADING(pst) SPACING, 2-04 CSL DEFL in (toc) Vdetl Ud 1 PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) -0.00 6 n/r 120 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 6 rdr 90 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 8 n/a rda BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:21 lb FT=O%F,0°,6E TOPIC ORD 2x4 SPF�2100F 1.8E(flat) - TOP C ORD Structural wood sheathing directly applied or 5&A oc purtms, except end verticals. BOT CHORD 2x4 SPF 21OOF 1.8E(Hat) BOT CHORD Rigid ceiling directly applied or 10-"oc tracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. All bearings 5�". (lb)-Max Grav All reactions 250 lb or less atjoint(s)12,8,11,10,9 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chard bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 14-0 oc. !I 5)This truss is designed in accordance with the 2009 Intemational Residential Corte sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 6)"Semi{igid pi(dlbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard i I I 'I iI I I Ii I I I ' I : b y� Ave.Florence,MA 111164B - _ul F01G _.. FLOOR ---.__ IPIy �Reference�opLOnal 14 --.- ---- Universal Forest Products 7.520 s May 8 2014 MiTek Industries,Inc. Wed Nov 19 06:01:55 2014 Page 1 I D:atBMltts4N bU2tyKN2x3hKyl Bj3-N lbWZ_U D92XyGJ3_?LadLavUlb5?mobBO_f0ryHjXQ 0-1-8 2-6-0 2-4-8 _ 1-10-0 111-0 1-10-0 — --2-6-0 - Qs813aa 1S0 MSRQ2 MS4422 150 1-_ 2 3 2Y 4 5 f-- 65Y{II 15�C1 I...._ 8 lffi= 11 a- T1 ] 8 10 11 I 72_ �Iwz, BM1, F1i _ Lk, 3.6= .12=- -M- 3W 13W - 4x12 11-3-8 21-0-0 11-3-8 Plate Offsets(X,Y)—[14.0-1-8,Edge1(15.0-1-0,EddqeL — LOADING(psf) SPACING 2-0-0 CSL DEFL. in (loc) Vdefl L/d PLATES GRIP TO 40.0 Plates Increase 1.00 TO 0.55 Vert(LL) -0.28 15-17 >880 480 MT20 1971144 TCDL 10.0 Lumber Increase 1.00 BC 0.55 Vert(TL) -0.51 15-17 >484 240 MT20H 1481108 BOLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.08 12 n/a rJa BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:170 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SPF 210OF 1.8E(ftat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 21OOF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. (lb/size) 18=1782105-8 (min.0-1-8),12=158&0-5-8(min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 23=-6170/0,321=£470/0,4-21=5470/0,4-5=-7354/0,55=-7354/0,6-7=7354/0,7-8=-7354/0,8-9=5562/0,9-10=-5562/0 '1 BOT CHORD 17-18=0!3536,16-17=0!7365,15-1677365,14-15=Of7354,1314=0/6764,12-13=0/3125 WEBS 10-12=343410,2-18=-3886/0,10-13=0/2695,2-17=013244,113=-078/0,317=-841/0,8-13=-1329/0,4-17=-989/0,8-14=0/998, 4-15=424/547,7-14=-37110 NOTES 1)Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2)Unbalanced floor live bads have been considered for this design. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this tn2ss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Use USP MSH422(With 1 Od nails into Girder&IOd nails into Truss)or equivalent spaced at 1038 oc max.starting at 544 from the left end to 15-7-12 to conned truss(es)F04G(1 ply 2x4 SPF)to front face of top chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 10)In the LOAD CASE(S)section,bads applied to the face of the truss are rated as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-18=-20,1-11=-100 Concentrated Loads(lb) Vert:9=-220(F)3=-220(F)21=450 - -�Ionrversal b Truss Truss Type l pty !I Ply 46 Norwood Ave.Florence,MA 1111646 F04G Floor Girder 2 Job Reference(oPbo al Forest Products 7.520 s May 8 2014 MiTek Industries,Inc.Wed Nov 19 05:54:112014 Page 1 ID:4ZyVyvkl?j?L?VnW30AjTOyHjlx-zt ZIYvMRUbbN IyquoYOmpUMh4iHhH4klUgb65syHjeg -- - _ 1-3-0 z -r - ----- -- 1-10-8 as it a.a s®11 1 12 T1 I w, wi wz vr, wr �4 s a� 0-9-0 -- - - -- 2-7-12_ - - - - --`0-2 2' Plate Offsets(X Y)-13 0-1-8,Edge] - LOADING(psf) SPACNG- 21 CSL DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) 0.00 5 "" 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.06 4-5 >637 240 BCLL 0.0 Rep Stress Ina NO WB 0.11 Horz(TL) 0.00 4 n/a n1a BCDL 10.0 Code IRC2009/PI2007 (Matrix) Weight:16 lb FT=O%F,O°kE LUMBER- BRACNG- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS (Ib/size) 5=320/Mechanical,4-283/05-8(min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 45=0/349 WEBS 2-4=-387/0,2-5=426/0 NOTES- 1)Refer to girders)for truss to truss connections. 2)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)"Semi-4igid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-"oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate In crease=1.00 Uniform Loads(pIt) Vert:4-5=-20,1-3=-100 Concentrated Loads(lb) Vert:2=-199 I I I !I 'II Job - -- Truss - --- Truss Type - - --- Qty Ply _--46 Norwood Ave.Florence,MA 141111646 +F02 Floor 12 1 _. Job Reference optional) —- Universal Forest Products - - - - 7.520 s May 8 2014 MTek Industries,Inc. Wed Nov 19 05:52:27 2014 Page 1 ID:4ZyVyvkl?j?L?Vn W3OAjTQyHjlx-OOGzjL6B_eU7pzuvii9NbZ3wbnoRw27_ZePbSuyHjgl 0-4-0 2-6-0 2-3-8 1 9-1 1 105 3a4— 3r1- 36 II t 5Lf 2 3� 3 9 1 - 1 R e i � f i 1.SKi= m1 w0 q' + �`� , ----------- 3A Il 5-0-8 2-O 5-6-0 _I 5-0-8 1-8 b-4-o LOADING(psf) SPACING 2-0-0 CSL DEFL in (loc) UdeJll Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.00 6 >999 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.23 5-6 >255 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 6 rVa n1a BCDL 10.0 Code IRC2009/rPI2007 (Matrix) Weight 24 lb FT=0%F,09/6E LUMBER- BRAC9VG- TOP CHORD 2x4 SPF 2100F 1.8E(flat)*Except` TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except end verticals. T2:2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SPF 2100F 1.8E(flat) WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS (lb/size) 6=293/05$(min.0-1-8),4=299/0-3-8(min.0.1-0) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown, I; BOT CHORD 55=0/309 WEBS 25=-334/0,25=347/0 NOTES- 1)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 2)"Semi-rigid pdrhbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect thus backwards. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required LOAD CASE(S) Standard II I� ! I I I li I I I I Job --- --- -- - -Truss - Truss Type _---- _-- --- Qty Ply 46 Norwood Ave.Florence,MA 1Unfversa Forest Products J F01 L Floor Supported Gable 7.520 s May 8 2014oM oIndustries,aQ-- —Inc.Wed Nov 19 05:56:29 2014 Page 1' -... - Y 9 ID:4ZyVyvkl?j?L?VnW3OAjTQyHjlx-wauTV51? znr9OPuXV7Pb4JmKSHdV4cD10PxtyHjcW 0-1 8 0-111-8 sw�=1 ae.ol' 3zS PP- 1 2 3 9 5 6 7 6 9 to 11 12 13 14 15 16 17 16 3 N �g i LLil 32 31 ?0 29 - 26 27 26 25 24 23 22 21 20 19 FP l I -- -- _ 21-0-0 21-0-0 I LOADING(psf) SPACMIG- 2-0-0 Ca DEFL in (tor-) Vdefl Lid �- PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) Na - rda 999 MT20 197/144 TCDL 10.0 11 Lumber Increase 1.00 BC 0.01 Vert(TL) Na - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Hoz(TL) 000 19 Na rda BCDL 10.0 Code IRC20091TPI2007 (Matrix) 111 Weight 71 lb FT=0%F,0"/6E LUMBER- _._. _ BRACING- TOP CHORD 2x4 SPF 21 OOF I.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 210OF 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) I OTHERS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. All bearings 21-0-0. (lb)-Max Grav All reactions 250 lb or less at joint(s)36,19,35,34,33,32,31,30,29,28,27,26,24,23,22,21,20 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely traced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)"Semi-rigid ptchbneaks inGudug heels'Member end fixity model was used in the analysis and design of this miss. 7)Recommend 2x6 strorgbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strorgbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard III i I I ! I I Job jTruss TrussT Ory Ply Job Refrve ence v(opUOnae�MA141111648 FOtA FLOOR 2 1 :1 014 Page l l Type Universal Forest Products 7.520 5 May 62014 MiTek Industries,Inc. Wed Nov 19 05:56:10 0 2 g ID:atBMItts4NbUI2tyKN2x3hKyIBj3-_wFHVVbp4S9aLl3ERmG2fg8aot_glVgnlpmwmTyHjcp 0-1-8 _2-6-0 1-10-0 I 1-4-0 11 ----1-10-0- 0-1-8 1 III 4x10- M- m FP 3.4 4112 1 2 4 5 fi ] 8 9 2t -- 10 11 rl __ 1 20 B 1] 16 15 14 13 f1 4q 3x12 M185N5 FP- 410 4x10 II 11-3-8 _ 21-0-0 — 11-3-8 -9-8-8 Plate Offsets LX Y��.Ede,0-1-8j,[15:0-1-8 Ecige-LL16 0-1-8,Ecige],118 Ecige,0-1-8]_-- LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.78 Vert(LL) -0461315 >542 480 MT20 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.93 1 Vert(TL) -0.82 1315 >303 240 M18SHS 1971144 BCLL 0.0 Rep Stress Ina NO WB 0.62 Horz(TL) 0.13 12 n/a rda BCDL 10.0 Code IRC20091FP12007 (Matrix) I Weight:93 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 21OOF 1.8E(Bat) TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except end verticals. I BOT CHORD 2x4 SPF 2100E 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS. (lb/size) 18=133910-5-8(min.0-1-8),12=1564/0-5-8 (min.0-1-0) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-0454/0,34=-4471/0,4-5=-0184/0,5-E3=-0184/0,6-7=6184/0,7$=-0184/0,8-9=-5384/0,9-21=5341/0,10-21=-5341/0 BOT CHORD 17-18 /2591,16-17=0/5645,15-16 /6184,14-15=08063,1314-018063,12-13=0/3101 WEBS 10-12=-3409/0,2-18---2847/0,10-13--0/2491,2-17=0/2071,9-13=-05910,3-17=-26310,8-13---779/0,4-17=-1291/0,5-15=-31916 52, 4-16--0/989,6-16---363/0 NOTES- 1)Unbalanced fl=live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 5)"Semi-rigid pitchbreaks including heels"Member and fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strorgbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 31 Od(0.131"X 3")naits. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate In cease=1.00 Uniform Loads(plf) Vert:12-18=-20,1-11=-100 Concentrated Loads(lb) Vert:21=425 I i Truss--_-- __--- 146 Norwood Ave.Florence,MA IJob --- ---TTmss - Type Qty, ,Ply 141111646 F01 FLOOR 18 11 1 -- --_-_--� - - _--- ID:atBM- I. iJob Reference o tionall) Universal Forest Products 7.520 s May 8 2014 MiTek Industries,Inc.Wed Nov 19 05:54:19 2014 Page 1 Itts4NbU2lyKN2x3h Ky I Bj3-kZ2JDeTSb2bEFBSQGEAe8Ah?ZxwM9VuTK3XXN PyHje 0-1-8 I 2-6-0 1-10-0 1-4-0 1-10-0 0-1N8 4x10 3rd- 3W W 3W 9x10 III 1 2 3 5 6 8 9 10 11 19 d 8K� 17 i6 15 19 13 S3i 3�-- 410 3x1 - 3W-- 3x12M163H6FP 4x10-:- 3. 11-3-8_ 21-0-0 11-3-8 — - 9-8-8 - Plate OffsetsSX,Yr[150-1�,Ed�e1L'0-1$Edgej _. _— _- - _-.___ LOADING(psf) SPACING- 2-0-0 f CSL DEFL in (bc) I/defl L/d PLATES GRP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.39 15-16 >635 480 MT20 197/144 I TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.68 16-17 >364 240 M18SHS 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 011 12 n/a n1a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight 81 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(Rat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc tracing. WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat) REACTIONS, (lb/size) 18=1239/0-5-8(min.0-1-8),12=123910-5-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=7080/0,37=-0080/0,4-5=-5327/0,5-6=-5327/0,6-7=-5327/0,7-0=5327/0,8-9=-408(Y0,&10=7080/0 BOT CHORD 17-18=0/2376,16-17=0/5008,15-16 /5327,14-15=0/5008,1314-0/5008,12-13=0/2376 WEBS 10-12--261010.2-18--2610/0,10-13--0/1884,2-17=0/1884,9-13=-25210,3-17=-25210,8-13---1026/0,4-17=-1026/0,8-15=-84/729, 4-16---84U29,6-16=265118,7-15---265118 NOTES- 1)Unbalanced Floor live bads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 5)"Semi-figid pdchbreaks including heels"Member and fixity model was used in the analysis and design of this taus. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard III i II 21'0" i 10'0" N F02 a 1'1d F03L I Col _� i 0 C (D Wi -u IN OD (A M N i =3 _ CA is � PIACFMENTO CRAI�NA NCY TF��M1USSez Bdss®e _ See w::uwi , ew�KO�x� w�.m m.aware a me:� m.��N �,meea�aa,m�r Tneaw��a�q p me mer m,e mQ s�,ne m.me ae�wew.e Tne aesge a ma wffi sea,w.m,�vure wu,a m neaaers.reams�;. UFP Belchertown, LLC A Universal Forest Products Company a 11 1 n O, O, __} N) 0 Cn, p CD N; CD O M CL 0 011 2'2!,3/4" I F01G �w = 1'91/4" N N 10'0" N F02 a 1'1d F03L I Col _� F02L C (D Wi -u —- (A M N i =3 _ CA is � PIACFMENTO CRAI�NA NCY TF��M1USSez Bdss®e _ See w::uwi , ew�KO�x� w�.m m.aware a me:� m.��N �,meea�aa,m�r Tneaw��a�q p me mer m,e mQ s�,ne m.me ae�wew.e Tne aesge a ma wffi sea,w.m,�vure wu,a m neaaers.reams�;. UFP Belchertown, LLC A Universal Forest Products Company a 46Norwood Ave Florence,MA 11119!14 2nd Floor-For aooam�a.aamtwm perms Pha cNot �.eMaa�e��„r„�m "Mme ,....y wi0iiwa eN use-M mT'do nd,i'roe esponsibf�y d the C nlal Cwtlrxbel5upsmleMa� goMe nesgns_um.mai Fam.t aroams w ea a•ms�.ma�p.p.�ugan ;. T' � eTI n O, 0' N) Cn, p CD N; CD M CL 0 011 ? N h10, 'iNrJr wo X c MI r 1% CO 0 0 n 0 M �_u !0 0 U) N O I Col _� I, (D 0 ------_._— I _.._. Deep River Valley _____ PIACFMENTO CRAI�NA NCY TF��M1USSez Bdss®e _ See w::uwi , ew�KO�x� w�.m m.aware a me:� m.��N �,meea�aa,m�r Tneaw��a�q p me mer m,e mQ s�,ne m.me ae�wew.e Tne aesge a ma wffi sea,w.m,�vure wu,a m neaaers.reams�;. UFP Belchertown, LLC A Universal Forest Products Company a 46Norwood Ave Florence,MA 11119!14 2nd Floor-For aooam�a.aamtwm perms Pha cNot �.eMaa�e��„r„�m "Mme ,....y wi0iiwa eN use-M mT'do nd,i'roe esponsibf�y d the C nlal Cwtlrxbel5upsmleMa� goMe nesgns_um.mai Fam.t aroams w ea a•ms�.ma�p.p.�ugan ;. T' � eTI Deep River Valle a). UFP Belchertown, LLC 46Norwood A19/14ren A Universal Porest ProductsConipany 1st Floor-For Approv O+F.J •Ho•xa,H.4 y�xlu^ Fv ♦I" "y le.n_I.ia -- _.-- 11/19/14 5 IS A 1RU PLAC€M€Ni DIAGRAM OIIV.D.Viiwes Eesipatl .dual b�AEiiA- nPa�u o M1e Y B. aaNpa d Ne R r d Na . Rae Ervdaal ce�a Irucs ae.yl IEanK1ed m Ne plarsrav�t Mavls9 Tlla buibmg Eacgner¢resporaAk Av empwery pemanenl bacug x�a.aPr sae wbNR am w sla w«ae mama.me aaa:ea d Ina o-a�Nma�H avadaa NuHa�s neaaa�,eaaPN, Florence �.Ni6.Am am.�ra c Bla�a+w�ve h d ub mialaa eadsaa..Fw saMrel sawaH�a�aeawae ea�w�s.mxwes�:n,e or _...yAaa o-�lese:-a,m�,f�a ma Tn�Pla.maawa.sea Droar Dn a:xmm.00.vR saf�s.u N ma�asPOmmB�y d me f ienl CordrxJOrSUpeenMbvsX bverify Yel ll¢govge0 Vows h snal nuM kia Nid bhibetl eonshuGbn pons `oadvg wM'IivN,eM use.a Nay do nd,R i Ne vespmsiheHy d the Gerwnl CwNalaleupen�NMent b PavMU al --psilALpNrs canhi69 ero late! '>(raliorm arW Ers9�e.Unrvereal FaaY PraEUCR vd rw Ee IeY�sala fa f+mVd%n f . Idlalges M oNxss db Rnal appovei ofmap Elaweg,nw v18 Nay be eaapw�Me Mr eaa¢ar nw�ratons aeEe artsCa _._V]udg mueCUrlm..DO NOT Clfi,NOTCH.GRILL.OR OTHERYMSE'REPAIR'MANUFACTURED TR1185ES kl ANY WAY' TROUT PRIOR NRITEEN AIRHORIZATION BY AIL 2r ED PROFESBIONAl DESK nD BY UFP.l8P A- NE HELD RESPONSIVE FOR ANY MOOIFlGTIONS OR'CHARGE BACKS'GONE WITHOUT PRIOR NRITfEN THDRIIATIOR FROM UFP- 2110" F01 I h i O I � O i IN f ' i O O Ico = IN �O �- i O 1 'I �N I O_ IO U F01 A N �I f 'o F01A 1' 1 1411 C j el ... :....._._.�nu..e.ny.W _,rSiC_.1s....s..s�,��r�...�.....�sv- n :..r tY „�,,� ;?t.,,.n. n �++,�'•°", .S� - � F01L Deep River Valle a). UFP Belchertown, LLC 46Norwood A19/14ren A Universal Porest ProductsConipany 1st Floor-For Approv O+F.J •Ho•xa,H.4 y�xlu^ Fv ♦I" "y le.n_I.ia -- _.-- 11/19/14 5 IS A 1RU PLAC€M€Ni DIAGRAM OIIV.D.Viiwes Eesipatl .dual b�AEiiA- nPa�u o M1e Y B. aaNpa d Ne R r d Na . Rae Ervdaal ce�a Irucs ae.yl IEanK1ed m Ne plarsrav�t Mavls9 Tlla buibmg Eacgner¢resporaAk Av empwery pemanenl bacug x�a.aPr sae wbNR am w sla w«ae mama.me aaa:ea d Ina o-a�Nma�H avadaa NuHa�s neaaa�,eaaPN, Florence �.Ni6.Am am.�ra c Bla�a+w�ve h d ub mialaa eadsaa..Fw saMrel sawaH�a�aeawae ea�w�s.mxwes�:n,e or _...yAaa o-�lese:-a,m�,f�a ma Tn�Pla.maawa.sea Droar Dn a:xmm.00.vR saf�s.u N ma�asPOmmB�y d me f ienl CordrxJOrSUpeenMbvsX bverify Yel ll¢govge0 Vows h snal nuM kia Nid bhibetl eonshuGbn pons `oadvg wM'IivN,eM use.a Nay do nd,R i Ne vespmsiheHy d the Gerwnl CwNalaleupen�NMent b PavMU al --psilALpNrs canhi69 ero late! '>(raliorm arW Ers9�e.Unrvereal FaaY PraEUCR vd rw Ee IeY�sala fa f+mVd%n f . Idlalges M oNxss db Rnal appovei ofmap Elaweg,nw v18 Nay be eaapw�Me Mr eaa¢ar nw�ratons aeEe artsCa _._V]udg mueCUrlm..DO NOT Clfi,NOTCH.GRILL.OR OTHERYMSE'REPAIR'MANUFACTURED TR1185ES kl ANY WAY' TROUT PRIOR NRITEEN AIRHORIZATION BY AIL 2r ED PROFESBIONAl DESK nD BY UFP.l8P A- NE HELD RESPONSIVE FOR ANY MOOIFlGTIONS OR'CHARGE BACKS'GONE WITHOUT PRIOR NRITfEN THDRIIATIOR FROM UFP- DATE 11/20/14 PAGE 2 REQ.QUOTE DATE / / ORDER# ORDER DATE / / QUOTE# 141111646 DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI DATE OF INVOICE / / CUSTOMER PO# T T L ORDERED BY Doug Hod ins INVOICE# Lf" Belchertown, C TERMS L 155 Bay Road,Po Box 945,Bel,�ertown,MA.01007 SUPERINTENDENT Doug ins SALES REP I Brian Tetreault Phone:413-323-7247 Fax:413-323-5257 JOBSITE PHONE# (413)247-8314 SALES AREA Massachusetts/ R.K.Miles-Hatfield JOB NAME:Deep River Valley LOT# SUBDIV: S °a 24 West St MODEL: TAG: JOB CATEGORY: Residential r Hatfield,MA 01038 DELIVERY INSTRUCTIONS: o (413)247-8314 s Sky Agnitti H SPECIAL INSTRUCTIONS: 46 Norwood Ave. o Florence,MA BY DATE BUILDING DEPARTMENTOVERHANG INF HEEL HEIGHT 00-04-10 REQ.LAYOUTS REQ.ENGINEERING QUOTE BT1 ,11/20/14 EW P END CUT RETURN LAYOUT ! / PLUMB GABLE STUDS 0 IN.OC JOBSITE 1 JOBSITE C 1 CUTTING BT1 11/20114 ACCEPTED BY SELLER i ACCEPTED BY BUYER 3 SUB-TOTAL PURCHASER: - BY: TITLE: _ BY: ADDRESS: - -- _ I TITLE: -- DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL; DATE 11/20/14 PAGE 1 REQ.QUOTE DATE / / ORDER# V ORDER DATE / ! QUOTE# 141111648 DELIVERY DATE / / CUSTOMER ACCT# I LMCWRKMI DATE OF INVOICE ! ! CUSTOMER PO# ORDERED BY Doug ins INVOICE# U" Belchertown, LLC TERMS 155 Bay Road,PO Box 945,Be�hertown,MA.01007 SUPERINTENDENT Doug Hod ins SALES REP Brian Tetreault Phone:413-323-7247 Fax:413-323-5257 JOBSITE PHONE# (413)247-8314 SALES AREA Massachusetts/ R.K.Miles-Hatfield JOB NAME:Deep River Valley LOT# SUBDIV: S i 24 West St MODEL: TAG: JOB CATEGORY: Residential .r Hatfield,MA 01038 DELIVERY INSTRUCTIONS: ° (413)247-8314 a Sky Agnitti Z 46 Norwood Ave. SPECIAL INSTRUCTIONS: P o Florence,MA BY DATE BUILDING DEPARTMENTOVERHANG INF HEEL HEIGHT 00-04-10 REQ.LAYOUTS REQ.ENGINEERING QUOTE BT1 11/20/14 T_ RETURN i LAYOUT EW P END CU // --- - PLUMB GABLE STUDS 0 IN.OC JOBSTTE 1 JOSSITE 1 CUTTING BT1 11/20/14 LOADING TCLL TCDL-BCLL BCDL I STRESS INCH. ROOF TRUSSES INFORMATION ao.o,lo.o,0.0,15.0 1.15 ROOF TRUSS SPACING:24.0 IN.O.C.(IYP.) PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB UNIT TOTAL PLY ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT PRICE PRICE ROOF i I 4 9,00 i 9.00 S01 �21-00-00 21-00-00 12 X 4 2 X 4 t01-00-00 01-00-00{ ' - — , � GABLE ' 2 9.001 9.00 S01 SGE 21-00-00 21-00-00 2 X 4,2 X4 01-00-00�01-00-00 t ROOF 5 4001 O.00L - T02 21-00-00 21-00-00 2 X 4 2 X 4101-00-00 01-00-00( - /�� GABLE I 2 4.00 0.001 T02SGE (21-00-00 21-00-00 2 X 41i 2 X 4 01-00-00 01-00-00 ROOF SUB-TOTAL: FLOOR TRUSS SPACING:24.0 IN.O.C.(TYP.) 1.00 FLOOR 10TY DEPTH BASE I O/A END TYPE! INT BEARING CANTILEVER STUB PRICE PRIG PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT F01 21-00-00 2 21 01-04-00 21 00 00 21-00-00 ® 1811 i 1_( 01-04-00 2 PI I 0 F01L 21-00-00 1-04-00 ..21-00-00 � 21-00-00'� � � -� - — - -- - 21 F02 05-06-00 05 06-00 01-04-00 01-04-00 2 F02L 05-06-00 � 05-06-00 01-04-00 ®I 1 - 01-0 L ( 10-00-00 10 00-00 2j F04G 1 03-07-08 03-07-08 FLOOR SUB-TOTAL: ITEMS QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES UNIT TOTAL FT-IN-16 PRICE PRICE 3 LP EWP 221 G-Lann 1.75"x 16" 21-00-00 i - 2 Hanger - MSH422 ITEMS SUB-TOTAL: zy t 0 o 0 0 0 0 C� a O h 0 '0 0 L 0 0 O 0 0 0 0 0 0 0 0 0 gall�' vt M E ' 3 r , s r I _ 1 t I I t f f s i r: J � 1 1 p , f �• .. : j Kc r wi, s ri, /ail wrr,.-..�..,� awn+w.-...�-.�.w...,....`Y.........,...�«.�.. .-�—�++�+..—�,.. ------_. II�1 ifs i ) Noun," I I I I i I I � I � � 1 I I I I I I i I I , i I I I f I I I I - } I I i i Ni ! 4 l I I I I i I I • I I rt I SU I ' I � : I I : I I I I II I I I I 'i I I 7— - / � { 91O �� IIv 0c i tI1 bA � N I I i I t� I - I II � : I I i I t r' + I I I r I I� li I I I , I , I I I , : I , T � L , : I I I I I I I I : r-- ' I i : i tt ( 1 E o It T1 JFo - - -,-- - - r --- t -r- �- --- - - --- -- - -- - T --- - --- -- -- - — Y ; I I i - I I I i I I I i I ; I f FRONT E1 Ey�7foJ -- I - A3 . 1 , 3 , 3 i.. ,..............------ .........,.3.., _ .�..i .._ ."..,,., f , f , L t°t } , 3 1 I y I l , i , F , = E y ! i i , s , f E _ i f _.,_.._�, .. .i. ...._...._.,Y• _.... ._ ._.. __ i 1 3 ,rte j _ _ 1#j i 1 7 I z I � k E E i } E 3 � I i r ov ra _ I r , E r r r i ( y . . . . . ... ..,_ 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: 46 Norwood Avenue, Florence, MA 01062 Inquiry Made By: Ezra Parzbok—413-539-3059 Date of Inquiry: 08/21/12 Number of Type of Single Family X Type of Private X Units: 1 Unit(s): Accessory Apart. Ownership: Condo Multi-family Rental (Applicant to fill nut the shovel Municipal Water Main in Existing service to Front of Location? Yes: X No: site. Yes: No X ? Size of Water Main: 6" Material: Ductile Iron Age: 1935 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 65 If done attach results Size of Service Connection 1" Suggested Meter Size: 5/8" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • angements of su n allation shall be made with the Northampton Water Department with a minimum 5 workin a not' ication. • All rk hal onfo o orthampton Water Department specifications. David W. Sparks, Superintendent of Water Dept. Water Entry &200.00 Meter$100.00 Radio $100.00 M. Ned Huntley, Director cc: Louis Hasbrouck, Building Commissioner Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. MUNICIPAL SEWER/AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA, 01060 587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 46 Norwood Avenue, Florence, MA Inquiry Made By: Ezra Parzbok—413-539-3059 Date of Inquiry: 08/21/12 Reason for Hook into City Sewer Request: Municipal Sewer Main in Front of Location: Yes _ No Municipal Storm Drain Available: 5 '/2 deep Yes No Size of Sewer Main: S Material: LAY Age: 608 Depth of Sewer Main: r�, Size of Service Connection: f) /V Kl y 0U_)r) Type of Service Connection: Gn Tie-in to Sanitary Main puL, Tie-in to Sanitary Stub Comments: Note: If this availibility is for new construction, this form must be hand delivered to Building Inspector. A corresponding"sewer entrance fee"shali be paid prior to making any connection to the municipal sewer system.Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. 09, -) John Hall Sewer Department cc: Ned Huntley, Director DPW Louis Hasbrouck, Building Commissioner a Permit No. DI-13 CITY OF NORTHAMPTON, MA DRIVEWAY PERMIT Date: 08/21/12 Check #: FEE: $250.00 THE BOARD OF PUI3LIC WORKS Driveway must be staked and house& lot number posted The undersigned respectfully petitions your honorable body for: A new driveway Permission to install a driveway at: 46 Norwood Avenue, Florence, MA 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. Code of Ordinances §350-8 8 providing standards for private, individual driveways as amended by the City Council on October 15, 2009, must be followed. By: Ezra Parzbok Telephone: 30 Norwood Avenue,Florence(413)539-3059 ature: Proposed Location Inspection B 8. Gravel Base Grade Inspected By: Final Approval: THE BOARD OF PUBLIC WORKS voted that petition be granted. Edward S. Huntley, P.E. Director of Public Works Cc: Building Inspector (SUBJECT TO ATTACHED CONDITIONS 1 & 2) S� 0�� �11fiS88f}(liSttfS DEPARTMENT OF BUILDING INSPECTIONS f JNSPECTOR 212 M�dn Street • -Municipal Building a,, s Northampton,MA 01060 LOCATION t?�(n/d Uc� Alt SQUARE FOOTAGE AMOUNT BASEMENT @ .20 "u 1sT FLOOR @.50 �y C� 7 �l 2�FLR @ 30 7P( 9 v FLOORS, FINISH ATTIC,GARAGE @.20 DECK/PORCHES @ .20 TOTAL_' :C� Ezra Parzybok 30 Norwood Ave. Florence,MA 01062 41.3-539-3059 c7.parz0gma l.com To The City of Northampton and Building Inspector's Office, This letter is to confirm that as of July, 2014 Allan Jarvis, General Contractor, is no longer the builder for the proposed dwelling at 46 Norwood Ave. in Florence.After his design failed to pass building inspection,he stopped returning calls and no further contact was made. Our new builder is Sky Agnitti of Deep River Valley Design/Build.Peel free to contact me for further questions. Thanks, Sincerely, �6 Ezra Parzybok The Commonwealth of Massachusetts Department of Industrial Accidents H Office of Investigations I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): ee l !v lle�f hvc / Address: 113 /abet 6� 91`5- City/State/Zip: N qr&m4eL&,0, IYL 01060 Phone#: / 3,,?U 87.36 Are you an employer? Checlethe appropriate box: Type of project(required): 1.0 I am a employer with 4. C] I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. �New construction 2.� 1 am a sole proprietor or partner- listed on the attached sheet. �. Remodeling have ave ship and have no employees These sub-contractors 8. Demolition working or me in an capacity. employees and have workers' g Y P h'• 9. Building addition [No workers' comp. insurance comp. insurance.: required.] 5. C1 We are a corporation and its 10.® Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their 11.[] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.} t c. 152, §](4),and we have no employees. [No workers' 13.� Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. f Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: _ Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Si ature: Date: Phone# Official use only. Do not write in this area,to be completed by city or town official. f ity nr Tnwn• Permit/License # Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: -SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: License Number Address Expiration Date Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ k Com an ame Registration Number C. e r /uc�i si+ L r 7 g 7 99 Addre i / c, �/� ,{ Expiration Date I7u/�[d f J� /`C Telephone�ii3D��7 q—f f- o16 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes.......X No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 10835.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State f Massachusetts General Laws Annotated. Homeowner Signature id, V V ,r SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House 5 Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [p] Decks [❑ Siding[p] Other[Q Brief Description gqf.Proposed Work: 1"rov% / �UWt Alteration of existing bedroom Yes No Adding new bedroo Yes — No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheer 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family�_ Two Family Other b. Number of rooms in each family unit: 7 Number of Bathrooms c. Is there a garage attached? nQ d. Proposed Square footage of new construction. 3W Dimensions a 267 e. Number of stories? I t 14Z f. Method of heating? &_JeC-&;C., ('Adlp/7� A eA-- Fireplaces or Woodstoves Number of each u -tless on ex-f� g. Energy Conservation omplian Masscheck Energy Compliance form attached? h. Type of construction 17 i. Is construction within 100 ft. of wetlands?_X_Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade -&- k. Will building conform to the Building and Zoning regulations? ✓ Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT l t'z r cx �e x bok as Owner of the subject property hereby authorize f' to act on my behalf, in all matters relative t work*trized by this building permit application. Signature of Own JJ _ Date - 1, ,as Owner/Authorized Agent hereby declap6 that th statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Sk n Print Name Jk /0 Signature of Own / gent Z Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 3 5-57F Frontage Setbacks FrontCj Side L: R: L: 3J� R:_� Rear yd- Building Height nal Bldg.Square Footage % 0-08 Open Space Footage (Lot area minus bldg&paved parking) #of Parking Spaces a Fill: ,. (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW Zg� YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained M , Date Issued: 6— 1� —J 3 C. Do any signs exist on the property? YES O NO INX kX IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. s C n r I of Northampton Status of Permit: L / L Iding Department Curb Cut/Driveway Permit NOV 12 Main Street Sewer/Septic Availability V "5 2014 L ( Room 100 Water/Well Availability ort ampton, MA 01060 Two Sets of Structural Plans Electric, I=lumo;ng jii . ,3T,5 7-1240 Fax 413-587-1272 Plot/Site Plans rvorth�:,7 n< Other Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office A/�f�(3 a of Av,c Map C5d Lot Unit Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: FZU-L A- Fes-( -Z y[3 U PC o X1"d11Z.t4-1Q 06 hye . Name(Print) Current Mailing�Address: � Telephone 7 Signature 2.2 Au horized Agent: Name(Print) I Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by rmit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Q Construction from 6 3. Plumbing y U Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 7_�T 0 0 0 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0526 APPLICANT/CONTACT PERSON PARZYBOK EZRA J&BROOKSLEY E WILLIAMS ADDRESS/PHONE 30 NORWOOD AVE FLORENCE (413)585-8448 PROPERTY LOCATION 46 NORWOOD AVE `7 ^ �� MAP 30B PARCEL 125 ZONE URB THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE r• � � . ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 1,1144 A 4 1 1 _ n Fee Paid Typeof Construction:_CONSTRUCT SINGLE FAMILY RESIDENCE New Construction �Y Non Structural interior renovations Xu 1yeA<<oiy Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 179788 3 sets of Plans/Plot Plan THE OLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN RMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management oli ' D z� J Signature of Building Office 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. 46 NORWOOD AVE BP-2015-0526 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 30B- 125 / CITY OF NORTHAMPTON Lot: - PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:New Single Family House BUILDING PERMIT Permit# BP-2015-0526 Project# JS-2015-000990 Est.Cost: $75000.00 Fee: $316.05 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: SKY AGNITTI 179788 Lot Size(sg. ft.): 13599.00 Owner: PARZYBOK EZRA J&BROOKSLEY E WILLIAMS Zoning URB Applicant. PARZYBOK EZRA J & BROOKSLEY E WILLIAMS AT. 46 NORWOOD AVE Applicant Address: Phone: Insurance: 30 NORWOOD AVE (413) 585-8448 (� FLORENCEMA01062 ISSUED ON.1211512014 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCT SINGLE FAMILY RESIDENCE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 12/15/2014 0:00:00 $316.05 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner