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RC-000790-2017 ro TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (5 18)761-8201 Community Development-Building&Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: RC-000790-2017 Date Issued: Monday, August 6, 2018 This is to certify that work requested to be done as shown by Permit Number RC-000790-2017 has been completed. Tax Map Number: 290.14-1-20 Location: 43 MARTELL RD Owner: Derek Swift Applicant: Mike Lewis This structure may be occupied as a: Single-Family Dwelling 1st floor: 788 sq. 2nd floor: 386 sq. ft. Total: 1,174 sq. ft. By Order of Town Board Reconstruction after fire damage in Spring 2017 TOWN OF QUEENSBURY Cross Ref. Area Variance and Site Plan Review Z-AV-58-2017 and P-SP-61-2017 Issuance of this Certificate of Occupancy DOES NOT relieve the4 If property owner of the responsibility for compliance with Site Plan, \, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. f' g TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: RC-000790-2017 Tax Map No: 290.14-1-20 Permission is hereby granted to: High Peaks Log Homes For property located at: 43 MARTELL RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Derek Swift Single Family-New $153,000.00 Owner Address: 266 Middle RD Total Value $153,000.00 Lake George,NY 12845 Contractor or Builder's Name/Address Electrical Inspection Agency High Peaks Log Homes 52 Fox RUN Chestertown,NY 12817 Plans&Specifications Single-Family Dwelling 1st floor: 788 sq. ft.; 2nd floor: 386 sq.ft. Total: 1,174 sq.ft. Reconstruction after fire damage in Spring 2017 Cross Ref. Area Variance and Site Plan Review Z-AV-58-2017 and P-SP-61-2017 $ 234.80 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, January 24, 2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration d e.) Dated at the Town Quee ury; 4W6t,' anuary 24, 2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only Q `! Permit#: PRINCIPLE STRUCTURE PERMIT +1 S [Emit Fee:$ �-�`'1 ,�6 APP Town of Queensbury 742 Bay Road,Queensbury,NY 12804 c Fee: $ P:518-761-8256 www.gueensbury.net ^/L t DEC 19 2017 ice#: �.Sa-a- ti Project Location: Al-arm �dRW BURt- SS e - v- ao(7 VIJOE+'EL0Pt,,A�El�I;T p_s P- co/- D-10(7 Tax Map ID #: E U 14-1—ac) Subdivision Name: *TOWN BD. RESOLUTION 86-2013: $850 recreation fee for new dwelling units: single family,duplexes/two-family, multiple family, apartments, condominiums,townhouses, and/or manufactured & modular homes, but not mobile homes. This Is In addition to the permit fee(s). CONTACT INFORMATION: • Applicant: Name(s): Mailing Address, C/S/Z: --5-7-,rT, N /V /2!R/ 7 Cell Phone: ,�'/F ) 47,r1--33Z7 Land Line: (,S/P Email: -- A;11E`L�W!s � /f�s/i l��.SJs Lo/V 7 Primary Owner(s): Name(s): CME-Al �4)/,,c-:7- Mailing Address, C/S/Z: Z6 t, "cj Z1J-XF Cro X6- A) Cell Phone: ?,,/ 6 - 3e S- 66 70 Land Line: 5/9 ) �£' S - x'o j3 Email: Z% -& W LSt%J!/Lr� ��lL� s Co/t" • Contractor(s): Business Name: — '//4 h' &t- AMj S Contact Name(s): /yV"-- Z CA)a Mailing Address, C/S/Z: 52 / i).,V IV Y /z91 7 Cell Phone:_ S( 4F) -'-17,f- 2327 Land Line: Email: lkurye-?J/s r 19H- AIWJ Lo h�QoY)E;s • C� • Architect(s)/Engineer(s): Business Name: r-Ji,,91/eAJ lam Contact Name(s): Zyvi'Ar�'►AW,,,V,S Mailing Address, C/S/Z: /,o8/ eyv,?C# /t r /9),00l:t 2 ',012 Cell Phone: Land Line: ( S?Q ) 76 5- 7293 Email: L��o< �n'/,t�i�s �r/ '��c'hy9z!_��'G��r/ �ES .CcM Contact Person for Building & Code Compliance: "'�� Zrais Cell Phone: 4�f ) 1/'7 ` 7-;Z7 Land Line: Email: > ? i ' /�,L �} Mc-5- Town of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017 PROJECT INFORMATION: TYPE: Commercial ✓I �id=� iLal WORK CLASS: Single-Family Two-Family _multi-Family(#of ) _Townhouse Business Office Retail Hotel/Motel _Industrial/Warehouse Garage(#of cars ) Other(describe ) STRUCTURE SQUARE FOOTAGE: ;n'�5 GARAGE SQUARE FOOTAGE: �s. 11T floor: a 11T floor: 2"d floor: �� 5� 211 floor: 3rd floor: Total square feet: 4t'floor: Total square feet: 0 2-9u ADDITIONAL PROJECT INFORMATION: j2! 7.c1 1. Estimated Cost of Construction: $ C G-e' 2. Proposed use of the building: 91,9 Es'y F/1� 3. If Commercial or Industrial, indicate the name of the business: .5� '��,T 20 j7 4. Source of Heat (circle one): Gas Oil Prop Solar Other: (Fireplaces need a separate Fuel Burning Appliances &Chimney Application, one per appliance) 5. Are there any structures not shown on the plot plan? YESN�01 Explain: 6. Are there any easements on the property? YES /KION l� 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? b. Is this a corner lot? YES E O c. Will the grade be changed as a result of the construction? YES NO d. What is the water source? PUBLIC PRIVATE ELL e. Is the parcel on SEWER or a PRIVATE SEPTIC system? 1"XVV 4 a`_ y o �— own of Queensbury Building&Code Enforcement Principle Structure Appication Revised February 2017 DECLARATION: 1. 1 acknowledge that no construction shall commence prior to issuance of a valid b u i I ding permit and work will be completed within a 12 month period. 2. If thework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: � 'r� Z � ✓ SIGNATURE: DATE: Arc / Z,,,/7 own of Queensbury Building&Code Enforcement Principle Structure Application Revised February 2017 1C SEPTIC DISPOSAL PERS MlaPPLICATI Office Use Only - 742 Bay Road,Queensbury,NY 12804 Town of(Lccnsbur} Permit#: P:518-761-8256 www.gueensbury.net Tax Map ID#: Permit Fee: $ ; Invoice #: Project Location: ` Septic Variance? Yes No Primary Owner(s) Mailing Address Phone & Email Installer/Builder — ---°- ! Mailing Address DEC 20 2017 Phone & Email Engineer Ll COMMUNITY DEVELOK E-NT Mailing Address Phone & Email Contact Person for Building&Code Compliance: Phone: RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes No Installed? (circle one) 1992-Present PARCEL INFORMATION: Topography Flat Rolling Steep Slope %Slope Soil Nature Sand Loam Clay Other Groundwater At what depth? Bedrock/Impervious material At what depth? Domestic Water Supply —Municipal _Well (if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size gallons(min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length ft.; Each Trench ft. Seepage Pit with#3 stone How many: ;Size: Alternative System Bed or other type: Holding Tank System Total required capacity? ;tank size ;#of tanks NOTES: 1.Alarm system &associated electrical work must be inspected by a Town approved electrical inspection agency; 2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: DATE: SIGNATURE: DATE: Town of Queensbury Building&Code Enforcement Revised February 2017 INSPECTION WORKSHEET (BINS-000856-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-000790-2017Case Module:Permit Inspection Date:02/06/2018Inspection Status:Failed Inspector:John O'BrienInspection Type:Building Foundation Job Address:43 MARTELL RDParcel Number:290.14-1-20 Queensbury, NY 12804 Contact TypeCompany NameName Primary OwnerSwift, DerekSwift, Derek Contractor\[High Peaks Log Homes\], Architect\[Timberhaven Log and Timber Homes\], Granted Permission\[High Peaks Log Homes\], Checklist ItemPassedComments Building Inspector NotesNO2/3/18 Footings Approved -Insulated Blankets on site 2/6/18 Foundation Walls Not Approved -Not ready rescheduling to Thursday between 10:00-11:00 FootingsYES2/3/18 Footings Approved -Insulated Blankets on site PiersNO Monolithic SlabNO Reinforcement in PlaceNO Reinforcement in PlaceYES2/3/18 Footings Approved -Insulated Blankets on site 2-#4 rebar continuous and pinned to existing foundation. Foundation / WallpourNO2/6/18 Foundation Walls Not Approved -Not ready rescheduling to Thursday between 10:00-11:00 Footing Dowels or Keyway in placeNO Foundation DampproofingNO Foundation WaterproofingNO Footing Drain Daylight or SumpNO Footing Drain Stone - 12 inch widthNO Footing Drain Stone - 6 inches above footingNO Footing Drain stone - 6 mil polyNO Backfill ApprovalNO Plumbing Under SlabNO PVC / Cast / CopperNO Foundation Insulation Interior / ExteriorNO Rough Grade 6 inch drop within 10 ft.NO Poly Under SlabNO O'Brien, John (Inspector) Feb 06, 2018Page (6) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 5 K 232 Golf Course Road,Warrensburg,NY 12885 IEITY JP:(518)623-1282 1 F:(518)623-3603 LO € wwwdec-ny.govEC 19 2017October 31, 2017 OF OUEEt St3URY DEVELOPMEN Derek Swift 266 Middle Road Lake George, NY 12845 290.14-1-20 RC-000790-2017 Re Swift, Derek DEC Permit# 5-5234-00669/00001 43 Martell Road Queensbury, Warren (Co.) SFD (fire in Spring 2017) 1174 S.f. Dear Permitee: Enclosed is the New York State Department of Environmental Conservation ("Department") permit for the above referenced project, issued in accordance with the applicable provisions of the Environmental Conservation Law ("ECL"), It is the responsibility of the permittee and their agent to read and comply with all permit conditions and referenced plans. If you have any questions regarding the terms and conditions of the permit, please contact me at (518) 623-1286. As noted within the permit, you must notify the Department at least 72 hours prior to commencing work on your project. For that, please complete the enclosed Notice of Intent to Initiate Project Construction form for resubmission to our office. This permit is valid only for the activity expressly authorized. Work beyond the scope of the permit will be considered as work without a permit. Failure to comply withthese terms may be treated as a violation of the ECL. Work done under this permit is subject to inspection by Department staff. This permit does not eliminate the need to obtain approvals required from other agencies, including the U.S. Army Corps of Engineers (USACE), if applicable. Sincerely, Kevin R. Bliss Deputy Regional Permit Administrator Enclosures ecc w/enc: Division of Law Enforcement Jed Hayden, DEC r r EwYORK I Department of Environmental Conservation Am r v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 5-5234-00669 PERMIT Under the Environmental Conservation Law (ECL) GENERAL PERMIT GP-5-12-003 Fresh Water Wetlands Permittee and Facility Information Permit Issued To: Facility: Derek Swift Swift Property 266 Middle Rd 43 Martell Rd Lake George,NY 12845 Queensbury,NY 12804 (518) 685-5093 Applicable DEC Region(s): 5 General Permit Authorized Activity: Any activity or combination of activities approved by and specifically described in this permit. Facility Location: in QUEENSBURY in WARREN COUNTY Facility Principal Reference Point: NYTM-E: 611.3317036215851 NYTM-N: 4801.8833736883 Project Location: Swift Property Specific Activities Authorized for this Permit: Reconstruction, installation or establishment of a replacement single family residence, and accessory or appurtenant residential structures, utilities and related facilities in the wetland Adjacent Area only as repairs and rebuild owing to fire damage of original structure. Work to be at location of original structure, with minor alteration to.original floorplan. Permit Authorizations Freshwater Wetlands - Under Article 24 Permit ID 5-5234-00669/00001 New Permit Effective Date: 11/1/2017 Expiration Date: 9/30/2022 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this pe Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 5-5234-00669 rmit. General Permit Authorized by Permit Administrator:MARC S MIGLIORE , Regional Permit Administrator Address: NYSDEC Region 5 Warrensburg Sub-Office 232 Golf Course Rd Warrensburg,NY 12885 Date: 10/04/2012 This permit is not effective without the signature below: Validation under this General Permit Authorized By: KEVIN R BLISS , Deputy Regional Permit Administrator Address: NYSDEC Region 5 Warrensburg Sub-Office 232 Golf Course Rd Warrensburg,NY 12885 Authorized Signature: _' -N 1 Date/G/ f / FPermit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: FRESHWATER WETLANDS I. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 2. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Page 2 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 5-5234-00669 Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 3. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State,.and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 4. Permit Authorization This permit authorizes only those regulated activities/structures identified by the Description of Authorized Activity on Page 1, and detailed in Natural resources Permit Condition#1. NYSDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted by NYSDEC. 5. Prohibited Streams And Rivers This General Permit is not valid for use in the following regulated watercourses: • Great Chazy River from I-87(Northway) downstream to lake Champlain; • West Branch Ausable River in its entirety; • Boquet River from the falls north of CR22 in Wadhams downstream to Lake Champlain; • Ausable River from Rainbow Falls downstream to Lake Champlain; • Saranac River from Kents Falls downstream to Lake Champlain; • Raquette River from Lower Falls downstream to the boat ramp off Rtes 3 & 30 (t/o Harrietstown); • Sacandaga River from the dam at the campground just north of the West Branch confluence downstream to Great Sacandaga Lake; • West Stony Creek from the State Forest Preserve boundary downstream to the Sacandaga River; • Lake Pleasant outlet(to Sacandaga Lake) in its entirety; • Batten Kill from the NY/VT border downstream to Center Falls. 6. Creosote, Penta and CCA Treated Wood Prohibited The use of wood treated with creosote, Pentachlorophenol or CCA (Chromated Copper Arsenate) is prohibited for in-water and above-water use. 7. Human or Archaeological Remains If any human remains or archaeological remains are encountered during excavation,the permittee must immediately cease, or cause to cease, all work in the area of the remains and notify the Regional Permit Administrator or Deputy Regional Permit Administrators at the appropriate Ray Brook or Warrensburg Offices. Work shall not resume until written permission to do so has been received from the Department. 8. Permittee Responsible For Other Approvals Granting of this permit does not relieve the applicant of the responsibility of obtaining permission, consent or approval from the Adirondack Park Agency, Lake George Park Commission, Hudson River-Black River Regulating District,NYS Canal Corps, U.S. Army Corps of Engineers, U.S. Coast Guard,New York State Office of General Services, or any other federal, state or local government. Page 3 of 7 ft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Row Facility DEC ID 5-5234-00669 PRE-CONSTRUCTION REQUIREMENTS 9. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by the applicant, owner or agent . 1o. Conditions Prevail Over Plans If any condition of this permit conflicts with the approved plans, the permit condition shall prevail over the plans. 11. Leave Delineation Markers in Place Markers used by this Department to delineate/define the boundary of the wetland or the extent-of the permitted structures shall be left in place and remain undisturbed for one year following completion of the project. 12. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 13. Notice of Intent to Commence Work The permittee shall submit a Notice of Intent to Commence Work to The NYS DEC Bureau of Wildlife at least 72 hours in advance of the time of commencement and shall also notify him/her promptly in writing of the completion of work. 14. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 15. Erosion and Siltation Prevention Measures Erosion and siltation prevention measures such as silt fencing, straw bales or filter fabric curtains (weighted at bottom and suspended on floats), shall be installed directly downslope or downstream of the work site prior to commencing work and properly maintained during the project until all disturbed areas are sucessfully stabilized. 16. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project,shall be completely removed from the adjacent area(upland) and removed to, an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 17. No Brush or Debris Disposal in Wetland The placement of fill,trees, brush and construction debris within any portion of the wetland(outside the project area identified in the plans) is strictly prohibited. CONSTRUCTION REQUIREMENTS I& Wetland Work Limited to Area Shown on Work Plan Disturbance to the wetland and its regulated adjacent area shall be strictly limited to the work area identified in the work plan. 19. Work Within Project Site or Upland Areas The storage of construction equipment and materials shall be confined to within the project work site and/or upland areas greater than 100 linear feet distant from the wetland boundary. Page 4 of 7 • r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 5-5234-00669 20. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 21. Structure or Facility Replacement The new structure or facility shall not encroach into the waterbody beyond the limits of the old structure of facility to be removed, and if applicable,it shall tie in evenly with and not encroach beyond adjacent property walls. 22. Wetland Road Crossing Upon removal of the existing vegetation(cut at surface and small stumps removed) a layer of filter fabric shall be placed across the wetland (road bed)before any backfilling occurs to create the road. A culvert or culverts must be installed at Department-specified locations to insure hydrologic flow between impacted sections of wetland. The final road surface shall be covered with a minimum 1 inch depth of crushed stone through the wetland crossing and extending a minimum of 50 feet beyond the wetland boundaries as delineated by the NYS Department of Conservation. 23. Allowable Fill Material Only clean stone of 1/4 inch or larger(without sand or dirt particles, or refuse) shall be used for fill in streams with a Class and Standard of C(T) or higher. For all other uses, fill shall consist of clean soil, sand and/or gravel that is free of the following substances:-asphalt, slag, flyash, broken concrete, demolition debris, garbage, household refuse,tires, woody materials including tree or landscape debris, and metal objects. The introduction of materials toxic to aquatic life is expressly prohibited. POST-CONSTRUCTION REQUIREMENTS 24. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body, wetland, or wetland adjacent area. 25. Complete Site Stabilization Before End of Season All erosion control measures intended to stabilize the work site shall be completed by October 1 of any calendar year. If work authorized by this permit cannot be completed within the date specified above, or if seeding is impracticable due to the time of year, interim stabilization measures consisting of erosion control matting or mulching shall be installed by October 1 and maintained in an effective condition until such time as authorized work resumes in the spring or final seeding is performed(when weather conditions favor germination and growth). 26. Seed,Mulch Disturbed Areas All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass, and mulched with straw immediately upon completion of the project,within two days of final grading, or by the expiration of the permit,whichever is first. Mulch shall be maintained until suitable vegetative cover is established to the department's satisfaction. GENERAL REQUIREMENTS 27. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. Page 5 of 7 • dome NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 141aw Facility DEC ID 5-5234-00669 I _ GENERAL CONDITIONS - Apply to ALL Authorized Permits: I. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to.the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit.Administrator NYSDEC Region 5 Warrensburg Sub-Office 232 Golf Course Rd Warrensburg,NY12885 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Freshwater Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 6 of 7 oboe NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Raw Facility DEC ID 5-5234-00669 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: PermitteeAcceptsLegal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions bf the permit. This indemnification does not extend to any claims, suits; actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions'for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 NOTE: This Notice of Commencement must be mailed or faxed to the appropriate Department of Environmental Conservation Office listed below. Notice must be received by the Department at least 48 hours prior to initiation of construction activities. Please update this information as necessary: DEC Permit#: 5-5234-00669 1'ernrittee: Swift, Derek Project Location: Queensbury,Warren Co 43 Martell Road The following information must be completed by the Permittee: I plan on initiating work on my project on month/day/year My phone number is: My contractor is: Address-: Contractor's Telephone:_ Please mail or FAX this form prior to initiating project to: NYSDEC Bureau of Habitat 232 Golf Course Road Warrensburg,NY 12885-0220 (518) 623-1200 (518) 623-3603 FAX Or, email notification to Tim.Post@dec.ny.gov 95-20-1 (818 -9d New York State , Department of. Environmental Conservation Am abow N 0 T I The Department of Environmental Conservation (DEC) has _issued permit(s) . pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to -the permit number shown when contacting the DEC. Regional Permit Administrator C �► � Permit Number- ..lr 2. 7JLi4 Expiration Date / ' 30 ` z z NOTE: This notice is NOT a permit REScleck Software Version 4.6.2 Compliance Certificate rt , FILE Copy Project A Timberhaven Log Home for Derek Swift Energy Code: 2015 IECC Location: Warren County, New York Py Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,174 ft2 Glazing Area 11% Climate Zone: 6 (8499 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Queensburg, NY Derek Swift Timberhaven Log&Timberframe Queensburg, NY Homes,LLC 1081 Salem Church Rd. Middleburg, PA 17842 1-855-306-5678 engineering@timberhavenloghome S.com Compliance: 0.0%Better Than Code Maximum UA: 225 Your UA: 225 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavilty CQnt. Perimeter Wall 1: Log: EWP, 8 inch 247 0.0 0.0 0.087 18 TW3046:Wood Frame:Double Pane with Low-E 30 0.300 9 Comment: 2 windows TW2432:Wood Frame:Double Pane with Low-E 9 0.300 3 Wall 2:Wood Frame, 16" o.c. 154 22.0 4.2 0.044 6 TW28310: Wood Frame:Double Pane with Low-E 12 0.300 4 TW2432: Wood Frame:Double Pane with Low-E 9 0.300 3 Wall 3: Log: EWP,8 inch 211 0.0 0.0 0.087 17 TW3046: Wood Frame:Double Pane with Low-E 15 0.300 5 Wall 4:Wood Frame, 16" o.c. 224 22.0 4.2 0.044 9 TW3046:Wood Frame:Double Pane with Low-E 15 0.300 5 Wall 5: Wood Frame, 16" o.c. 125 22.0 4.2 0.044 5 TW28310: Wood Frame:Double Pane with Low-E 12 0.300 4 Wall 6: Log: EWP, 8 inch 319 0.0 0.0 0.087 23 TW3046:Wood Frame:Double Pane with Low-E 15 0.300 5 Project Title: A Timberhaven Log Home for Derek Swift Report date: 01/11/18 Data filename: N:\Sales Representative\Lewis, Mike\Swift, Derek\Drafting\Swift ResCheck 1-10-18 2015 Page 1 of10 IECC.rck Gross Area Assembly or I Cavity Cont. LI-Factor Perimeter R-Value Ft-value FWG6068: Glass 40 0.300 12 Wall 7: Log: EWP, 8 inch 175 22.0 4.2 0.027 4 CR23: Wood Frame:Double Pane with Low-E 9 0.290 3 Wall 8: Log: EWP, 8 inch 108 0.0 0.0 0.087 6 TW3046:Wood Frame:Double Pane with Low-E 15 0.300 5 FCM606LE:Solid 22 0.190 4 Wall 9: Wood Frame, 16" o.c. 137 22.0 4.2 0.044 5 Custom:Wood Frame:Double Pane with Low-E 15 0.270 4 Wall 10:Wood Frame, 16" o.c. 88 30.0 0.0 0.049 4 Comment: perimeter box area Ceiling 1: Cathedral Ceiling 386 49.0 0.0 0.022 8 Ceiling 2: Cathedral Ceiling 397 49.0 0.0 0.022 9 Ceiling 3: Cathedral Ceiling 119 49.0 0.0 0.022 3 Floor 1: All-Wood j oist/Truss:Over Unconditioned Space 195 30.0 0.0 0.033 6 Basement Wall 1: Solid Concrete or Masonry 848 21.0 0.0 0.043 36 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Warren County Project Title: A Timberhaven Log Home for Derek Swift Report date: 01/11/18 Data filename: N:\Sales Representative\Lewis, Mike\Swift, Derek\Drafting\Swift ResCheck 1-10-18 2015 Page 2 of 10 IECC.rck REScheck Software 'Ver'sion 4.6.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. F Section —...__..—._ pls verified d Verified i& ReIp an Pre-inspection/Plan Review Value Value Complies? i Comments/Assumptions 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not 1 iI[PR1]1 energy code compliance for the ❑Not Observable building envelope.Thermal III envelope represented on ❑Not Applicable I construction documents. s 103 1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for f ❑Not Observable [PR3]1 lighting and mechanical systems. Systems serving multiple ❑Not Applicable I dwelling units must demonstrate ! compliance with the IECC Commercial Provisions. !302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]z on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable i Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: A Timberhaven Log Home for Derek Swift Report date: 01/11/18 Data filename: N:\Sales Representative\Lewis, Mike\Swift, Derek\Drafting\Swift ResCheck 1-10-18 2015 Page 3 of 10 IECC.rck Sectio - - ! Plans Verified Field Verified ,H 's # Foundation Inspection i Complies. CommentsiAssumption &Req.ICi Value i Value 1402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [FO4]1 insulation R-value.Where interior R_ R_ ❑Does Not table for values. E insulation is used,verification ❑Not Observable { may need to occur during ❑Not Applicable i Insulation Inspection. Not pP required in warm-humid locations j in Climate Zone 3. 1303.2 Conditioned basement wall ❑Complies [F05]1 insulation installed per ❑Does Not i manufacturer's instructions. j ❑Not Observable ❑Not Applicable i 1402." 2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies i [FO6]1 insulation depth of burial or ❑Does Not table for values. i distance from top of wall. i .[-]Not Observable ❑Not Applicable 1`303.2.1 A protective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable i ❑Not Applicable i 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not ❑Not Observable ❑Not Applicable ! Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) j Project Title: A Timberhaven Log Home for Derek Swift Report date: 01/11/18 Data filename: N:\Sales Representative\Lewis, Mike\Swift, Derek\Drafting\Swift ResCheck 1-10-18 2015 Page 4 of10 IECC.rck Section plans Verified Meld Verified 9 q.ID Framing/Rough-in Inspection Value � Value II Complies'? 1! Comments/Assumptions i ,402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 1402.3.4 ❑Does Not table for values. I[FRl]1 I i ❑Not Observable i ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies i 402.3.1, average). ❑Does Not table for values 1402.3.3, [-]Not,402.3.6, Not Observable ❑ 402.5 Not Applicable I[FR211 �i I i 303.11.3 U-factors of fenestration products ❑Complies i I[FR4]1 are determined in accordance ❑Does Not j j with the NFRC test procedure or II taken from the default table. ❑Not Observable ❑Not Applicable 1402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not I instructions. ' [-]Not Observable i ❑Not Applicable j ,402.4 Fenestration that is not site built ❑Complies — l[FR20]1 is listed and labeled as meeting ❑Does Not i AAMA/WDMA/CSA 101/I.S.2/A440 [:]Not Observable or has infiltration rates per NFRC 1 400 that do not exceed code ❑Not Applicable + limits. 402.4.5 IC-rated recessed lighting fixtures` ❑Complies ![FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate-2.0 cfm leakage at 75 Pa. [:]Not Observable ❑Not Applicable 1403.2.1 Supply and return ducts in attics ❑Complies { [FFR12]1 insulated >= R-8 where duct is ❑Does Not II >= 3 inches in diameter and>_ - R-6 where <3 inches.Supply and ❑Not Observable l return ducts in other portions of ❑Not Applicable f the building insulated >= R-6 for diameter>= 3 inches and R-4.2 1 for< 3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R- ❑Not Observable 3' ❑Not Applicable I �403� 4.1 Protection of insulation on HVAC ❑Complies ![FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: A Timberhaven Log Home for Derek Swift Report date: 01/11/18 Data filename: N:\Sales Representative\Lewis, Mike\Swift, Derek\Drafting\Swift ResCheck 1-10-18 2015 Page 5 of10 IECC.rck Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: A Timberhaven Log Home for Derek Swift Report date: 01/11/18 Data filename: N:\Sales Representative\Lewis, Mike\Swift, Derek\Drafting\Swift ResCheck 1-10-18 2015 Page 6 of 10 IECC.rck Plans 61S veYifle$ � Field Verified# ! Insulation Inspection ( Value value Complies? Comments/Assumptions i & Req.ID• , I 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not I provided. ❑Not Observable ❑Not Applicable j !402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies i 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. 1 j[IN1] ❑ Steel ❑ Steel ❑Not Observable i - ❑Not Applicable s i i303� 2, Floor insulation installed per ❑Complies i !402.2.7 manufacturer's instructions and ❑Does Not i [IN2]1 in substantial contact with the s underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and i extends from the bottom to the 'top of all perimeter floor framing members. 1402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation 8 requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 1303.2 Wall insulation is installed per ❑Complies I [IN4]1 manufacturer's instructions. []Does Not ❑Not Observable I ❑Not Applicable I Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: A Timberhaven Log Home for Derek Swift Report date: 01/11/18 Data filename: N:\Sales Representative\Lewis, Mike\Swift, Derek\Drafting\Swift ResCheck 1-10-18 2015 Page 7 of 10 IECC.rck { Section I Plans Verified Field Verified i ## Final Inspection Provisions , Value i Value Complies? Comments/Assumptions & RegAD i. 1 1402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies I 5402.2.1, ❑ Wood ❑ woo d ❑Does Not table for values. 5402.2.2, ❑ ;402.2.6 Steel ❑ Steel ❑Not Observable E 1 [Fl 111 ❑Not Applicable I 1303.1.1.1, Ceiling insulation installed per ❑Complies f 1303.2 manufacturer's instructions. ❑Does Not 1 :[F12]1 Blown insulation marked every 300 ft2. ❑Not Observable I ❑Not Applicable I 1402.2.3 Vented attics with air permeable ❑Complies ; I(FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable I ❑Not Applicable 1402.' 2.4 Attic access hatch and door R- R- ❑Complies I[F13]1 insulation >_R-value of the ❑Does Not I adjacent assembly. ❑Not Observable ` ❑Not Applicable If 402,4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies i ![F11711 ach in Climate Zones 1-2,and ❑Does Not y <=3 ach in Climate Zones 3-8. i ❑Not Observable I ❑Not Applicable 1 F03.2.3 _Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies T I [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable l handler @ 25 Pa. For rough-in I ❑Not Applicable tests,verification may need to 1�!occur during Framing Inspection. I 1403.3.2 Ducts are pressure tested to cfm/100 cfm/100 []Complies [FI27]l determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ❑Not Observable 1 I leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including 1 the manufacturer's air handler t enclosure if installed at time of test.Postconstruction test:Total I leakage measured with a pressure differential of 0.1 inch 5 w.g. across the entire system I including the manufacturer's air i handler enclosure. 1 1403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable 1 ❑Not Applicable 5 403.1.1 Programmable thermostats ❑Complies [Flg]2 installed for control of primary ❑Does Not I heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not [-]Not Observable []Not Applicable 403.5.1 Circulating service hot water ❑Complies �[FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable L__� �� _ ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: A Timberhaven Log Home for Derek Swift Report date: 01/11/18 Data filename: N:\Sales Representative\Lewis, Mike\Swift, Derek\Drafting\Swift ResCheck 1-10-18 2015 Page 8 of 10 IECC.rck Section] Pians Verified Field Verified # Final inspection Provisions Value I Value complies? comments,'Assurr►ptions 4 & R110 403.6.1 All mechanical ventilation system ❑Complies � '[F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacyi and air flow limits. ❑Not Observable I ❑Not Applicable 1403.2 Hot water boilers supplying heat T ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not j i systems have outdoor setback ! f control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable I temperature. I 403.5.1.1 Heated water circulation systems ❑Complies [F[28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply [:]Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the I occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable I heat tracing to maintain the ❑Not Applicable desired water temperature in the I piping. i 403.5.2 Water distribution systems that ❑Complies [FI30]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a I) demand recirculation water I system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not 855.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water i heat recovery units<2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies (F16]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. []Not Observable Does not apply to low-voltage ❑Not Applicable lighting. 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: A Timberhaven Log Home for Derek Swift Report date: 01/11/18 Data filename: N:\Sales Representative\Lewis, Mike\Swift, Derek\Drafting\Swift ResCheck 1-10-18 2015 Page 9 of 10 IECC.rck Sectio # Final Inspection Provisions ` plans Verified Meld Verified Complies? Comments/Assumptions � &Req.ID± Value Value 401.3 Compliance certificate posted. ❑Complies ^� [FI7]2 ❑Does Not Id ❑Not Observable ❑Not Applicable 1303.3 Manufacturer manuals for ❑Complies + i F1 1813 mechanical and water heating ❑Does Not systems have been provided. I ❑Not Observable ❑Not Applicable i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: A Timberhaven Log Home for Derek Swift Report date: 01/11/18 Data filename: N:\Sales Representative\Lewis, Mike\Swift, Derek\Drafting\Swift ResCheck 1-10-18 2015 Page 10 of10 IECC.rck 2 . 1ECC Energy 'Insulation Rating R-Value Above-Grade Wall 0.00 Below-Grade Wall 21.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door Window 0.30 Door 0.30 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments eta=rs -17-7 loop I :.Czr.:: fg fisc.^dr,,:=n AIR SEALING AND BLOWER DOOR TESTING SERVICES RESIDENTIAL ONLY off Buifld'ong Services, LLCrfNhagrth East Spray Foa 7 irn 7 0 '1",, 0. Jim Telfer, Owner Rocky Ridge 518-925-7715 Warrensburg, NY 12885 10 jitbuildingservicesma- @ II.C-o1rn 8�-350-2491 �5T8-623-701 0 Thermal Associates Grajny Consulting, LLC 21 Thomson Ave. 69 Hayden Pt. Loop Glens Falls, NY 12801 Diamond Point, NY 12824 518-798-5500 518-221 -3240 Stonehenge Associates 27 Cohoes Road Watervliet, NY 12189 518-874-1604 Town of Queensbury Building&Code Enforcement Revised March 2017 WINDOW SCHEDULE CALCULATION SHEEN' F-1,E cop Project Location: IV-3 fft: :;��i � ) /J. �•.,.�.e Primary Owners): Habitable Rooms .. 771 1 Window J #/letter-on pian Manufacturer Name Model/! e �p Unit/Mack#Cell Size Baugh Opening f9 Width Rough Opening Height l It t 7 r,��' _�• 7• _j) �. Sq. Ft.Vent 77T 7.. f f Sq. r Egress/Clear : i Opening f Clear Opening- width in inches Clear Opening- _.. height in inches Special Hardware or �+ ; instructions U-value Town of Queensbury Building Code Enforcement Principal structure Application Revised February 2017 WINDOW SCHEDULE CALCULATION SHEET Project i ec aticrn: C", .0[f Primary Owner((): K'L% j'Z:J Habitable T Rooms i Window ---�— — 4/letter an plan Nianufacttjrer r Name Model/Type i Urit/'Block,CellSize I --- — i Width +1 Rough Opening --i------ Height Sq. Ft.Vent – Sq. Ft. Egress/Clear Opening Clear Opening- width in inches Clear Opening- T height in inches Special Hardware or instructions U-value Town of Queensbury Building&Code Enforcement Principal Structure Application Revised February 2017 NATURAL LIGHT, VENTILATION & EMERGENCY EGRESS CALCULATION SHEET Proiect Location: A J Primary Owner(s): Ary Habitable Sq. Ft.of Required Actual light Required Actual Sq.ft. Rooms Room light (sq. ft.) ventilation ventilation opening for (08%of rm.) (4%of rm.) (sq.ft.) egress Town of Queensbury Building&Code Enforcement Principal structure Application Revised February 2017 Haanen Engineering 254 Bay Road,Queensbury,New York 12804 TEL. (518)793-7444 FAX (518)793-7061 E-MAIL hjh@hjhllc.com Memo TO: To: Mike Lewis EFULL From: From: Dan De Nero cc: CC: uatee Date: 01/12/18 Rim RE: 43 Martell Road Mike, I completed an inspection of the building foundation at 43 Martell Road on January 11, 2018 and found it to be sound and in very good condition. I sounded the walls and basement slab with a chipping hammer and found no issues with the integrity of the concrete. I did note (2) minor foundation wall cracks which started at the top of the foundation wall and propagated down the wall only 3 to 4 feet. The basement slab has noticeable cracks but the slab is sound. It is my opinion that this foundation is capable of supporting a new residence of similar construction. Call or e-mail with questions. Regards, ��V Dan ' o` cs 0.61241 PA251251403-Martell BUIcling Foundabon0ocumentsUke Lewis.doc Page 1 of 1 r j Derek Swift HVAC Load Calculations for Timberhaven Log &Timber Homes LLC "VACRsSiDEH'r'iAL HVAC LOADS Prepared By: Joe Van Buren Highland Home Heating&Cooling 518-583-4187 Wednesday,January 3, 2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Highland Home Heating&Cooling Derek Swift Wilton NY 12831 Page 2 Project Report LGeneral Pro ect Information_ - Project Title: Derek Swift - - Project Date: Tuesday, January 2, 2018 Client Name: Timberhaven Log &Timber Homes LLC Company Name: Highland Home Heating & Cooling Company Representative: Joe Van Buren Company Phone: 518-583-4187 Design Data Reference City: Albany AP, New York Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 285 ft. Altitude Factor: 0.990 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Bel.F1um Dry Bulb Difference Winter: -2 -2.6 n/a n/a 70 n/a Summer: 86 70 45% 50% 72 27 Check Fi u_g- res -- _ - -- - - - Total Building Supply CFM: 482 CFM Per Square ft.: 0.453 Square ft. of Room Area: 1,064 Square ft. Per Ton: 1,028 Volume (ft')of Cond. Space: 10,340 Building Loads Total Heating Required Including Ventilation Air: 21,267 Btuh 21.267 MBH Total Sensible Gain: 11,188 Btuh 90 % Total Latent Gain: 1,237 Btuh 10 % Total Cooling Required Including Ventilation Air: 12,425 Btuh 1.04 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\vmware-host\Shared Folders ...\Derek Swift.rh9 Wednesday, January 3, 2018, 5:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc Highland Home Heating&Cooling Derek Swift Wilton.NY 12831 Page 3 Miscellaneous Report- System e_ rt InputD 1 Warm Air System Outdoor D_ry Bulb Wettdoor Outdoor In Bulb Rel.Hum Rel.Hum Dry Bub Difference !n ut Data Winter: -2 -2.6 80% n/a 70 n/a Summer: 86 70 45% 50% 72 26.52 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 8 in. 5 in. Maximum Height: 8 in. 7 in. [Outside Air Data Winter Summer Infiltration Specified: 0.160 AC/hr 0.080 AC/hr 28 CFM 14 CFM Infiltration Actual: 0.198 AC/hr 0.141 AC/hr Above Grade Volume: X 10, 40 Cu.ft. X 10,340 Cu.ft. 2,044 Cu.ft./hr 1,457 Cu.ft./hr X 0,0167 X 0.0167 Total Building Infiltration: 34 CFM 24 CFM Total Building Ventilation: 45 CFM 45 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 15.24 p = (1.10 X 0.990 X 14.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 17.85 = (0.68 X 0.990 X 26.52 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 78.39 = (1.10 X 0.990 X 72.00 Winter Temp. Difference) Winter Infiltration Specified: 0.160 AC/hr(28 CFM), Construction: Tight Summer Infiltration Specified: 0.080 AC/hr(14 CFM), Construction: Tight \\vmware-host\Shared Folders ...\Derek Swift.rh9 Wednesday, January 3, 2018, 5:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Highland Home Heating&Cooling Derek Swift Wilton,NY.12831 Load Preview Report Net ft.z Sen Lat Net Sen Sys Sys Sys Duct Scone Ton /Ton Area Gain Gain Gain LossHtg Clg Act Siz CFM CFM CFM Buildinq 1.04 1,028 1,064 11,188 1,237 12,425 21,267 233 482 482 Svstem 1 1.04 1,028 1,064 11,188 1,237 12,425 21,267 233 482 482 12x Ventilation 686 803 1,489 3,527 Zone 1 1,064 10.502 434 10,936 17,740 233 482 482 12x 1-Kitchen 91 972 87 1,059 2,160 28 45 45 1-- 2-Dininq Room 157 730 31 761 1,992 26 34 34 1-- 3-Livinq Room 121 2,741 71 2,812 3,807 50 126 126 2-- 4-Bath 1 178 1,681 63 1,744 2,261 30 77 77 1-- 5-Bedroom 1 168 1,630 59 1,689 2,431 32 75 75 1-- 6-Bedroom 2 168 1,861 59 1,920 2,673 35 85 85 1-- 7-Bath 2/1-oft 182 887 64 951 2,416 32 41 41 1-- I i i \\vmware-host\Shared Folders ...\Derek Swift.rh9 Wednesday, January 3, 2018, 5:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc on Highland Home Heating&Cooling Derek Swift Wilt _NY 12831 Page 5 - - Duct Size Preview - Room or Minimurri Maximum Rough, Design SP! Duct. Duct! I Duct Name Source Velocity Velocity Factor L/100 Loss Velocit Len tt Htg CIg Act Duct -- — y g Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Kitchen Built-In 450 750 0.01 0.1 327.4 28 45 45 1-- 2-Dining Room Built-In 450 750 0.01 0.1 245.9 26 34 34 1-- 3-Livinq Room Built-In 450 750 0.01 0.1 461.6 50 126 126 2-- 4-Bath 1 Built-In 450 750 0.01 0.1 566.2 30 77 77 1-- 5-Bedroom 1 Built-In 450 750 0.01 0.1 549 32 75 75 1-- 6-Bedroom 2 Built-In 450 750 0.01 0.1 626.8 35 85 85 1-- 7-Bath 2/Loft Built-In 450 750 0.01 0.1 298.8 32 41 41 1— Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 723.5 233 482 482 12x System 1 Heating Flow: 233 Cooling Flow: 482 \\vmware-host\Shared Folders ...\Derek Swift.rh9 Wednesday, January 3, 2018, 5:57 PM R vh ac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Highland Home Heating&Cooling Derek Swift Wilton.NY 12831 Pa e 6 --- LTotal Building Summary Loads Component Area Sen Lat Sen Total Description - -__ -_ Quan Loss Gain Gain Gain 1D-cv-o: Glazing-Double pane, operable window, clear, 158.5 6,502 0 7,272 7,272 vinyl frame, u-value 0.57, SHGC 0.56 Sliding glass door: Door-Sliding glass door 40 1,123 0 390 390 11 N: Door-Metal - Polystyrene Core 20 504 0 175 175 Custom R-22 wall: Wall-Frame, Custom, R-22 Insulation 1411.9 4,574 0 1,044 1,044 Ceiling R-49 insulat: Roof/Ceiling-Under Attic with 719 1,036 0 992 992 Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R-49 Insulation 19D-Osp: Floor-Over enclosed crawl space, R-19 1064.4 1,332 0 258 258 insulation on exposed walls, sealed crawl space, passive, no floor insulation, carpet or hardwood Subtotals for structure: 15,071 0 10,131 10,131 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 34, Summer CFM: 24 2,669 434 371 805 Ventilation: Winter CFM: 45, Summer CFM: 45 3,527 803 686 1,489 Exhaust: Winter CFM: 65, Summer CFM: 65 Total Building Load Totals: 21,267 1,237 11,188 12,425 -Check Figures Total Building Supply CFM: 482 CFM Per Square ft.: 0.453 Square ft. of Room Area: 1,064 Square ft. Per Ton: 1,028 Volume (ft')of Cond. Space: 10,340 - - -- - - - _ Building Loads Total Heating Required Including Ventilation Air: 21,267 Btuh 21.267 MBH Total Sensible Gain: 11,188 Btuh 90 % Total Latent Gain: 1,237 Btuh 10 % Total Cooling Required Including Ventilation Air: 12,425 Btuh 1.04 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\vmware-host\Shared Folders ...\Derek Swift.rh9 Wednesday, January 3, 2018, 5:57 PM Highland In nN Home83Heati g&Cooling Commercial HVAC Loads Elite Software Development,Derek wk Sft Wil - - - -- --- -dPage 7' Builin _ _ - g Pie Chart - - Floor 6% Roof 5% Ventilation 17% Wall 22% Infiltration 13% Door 8% Glass 31% Floor 2% Roof 8% Ventilation 12% Wall 8% Infiltration 6% .. Door 5% Glass 59% \\vmware-host\Shared Folders ...\Derek Swift.rh9 Wednesday, January 3, 2018, 5:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Highland Home Heating&Cooling Derek Swift Wilton NY _12831 Page 8 Detailed Room Loads - Room 1 - Kitchen (Average Load Procedure General - - - - Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 8.0 ft. System Number: 1 Room Width: 11.4 ft. Zone Number: 1 Area: 91.3 sq.ft. Supply Air: 45 CFM Ceiling Height: 8.6 ft. Supply Air Changes: 3.4 AC/hr Volume: 783.9 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM j Runout Air: 45 CFM Percent of Supply.: 12 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 327 ft./min. Percent of Supply: 9 % Runout Air Velocity: 327 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.090 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen CIg Lat Sen Description _ Quantity Value HTM Loss HTM _ Gain Gain N -Wall-Custom R-22 wall 8 X 9 72 0.045 3.2 233 0.7 0 53 W-Wall-Custom R-22 wall 11.4 X 174.2 0.045 3.2 564 0.7 0 129 16 S-Wall-Custom R-22 wall 8 X 9 72 0.045 3.2 233 0.7 0 53 W-GIs-1 D-cv-o shgc-0.56 0%S 8.5 0.570 41.0 349 60.6 0 515 UP-Ceil-Ceiling R-49 insulat 8 X 91.3 0.020 1.4 132 1.4 0 126 11.4 Floor-19D-Osp 11.4 X 8 91.3 0.368 1.3 114 0.2 0 22 Subtotals for Structure: 1,625 0 898 Infil.: Win.: 6.8, Sum.: 4.9 327 1.638 535 0.227 87 74 Ductwork: 0 0 Room Totals: 2,160 87 972 \\vmware-host\Shared Folders ...\Derek Swift.rh9 Wednesday, January 3, 2018, 5:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Highland Home Heating&Cooling Derek Swift Wilton, NY 12831 Page 9 Detailed Room Loads - Room 2 - Dining Room (Average Load Procedure) General - -- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.8 ft. System Number: 1 Room Width: 11.4 ft. Zone Number: 1 Area: 157.0 sq.ft. Supply Air: 34 CFM Ceiling Height: 12.9 ft. Supply Air Changes: 1.0 AC/hr Volume: 2,027.8 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air: 34 CFM Percent of Supply.: 15 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 246 ft./min. Percent of Supply: 9 % Runout Air Velocity: 246 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.051 in.wg./100 ft. Actual Summer Infil.: 2 CFM Sen Description _Quantity Value HTM __ Loss _HTM ___Gam Gain S-Wall-Custom R-22 wall 13.8 X 78 0.045 3.2 253 0.7 0 58 8.6 S-Door-Sliding glass door 6 X 6.7 40 0.390 28.1 1,123 9.8 0 390 UP-Ceil-Ceiling R-49 insulat 13.8 X 157 0.020 1.4 226 1.4 0 217 11.4 Floor-19D-Osp 11.4 X 13.8 157 0.368 1.3 197 0.2 0 38 Subtotals for Structure: 1,799 0 703 Infil.: Win.: 2.5, Sum.: 1.8 118 1.635 193 0.229 31 27 Ductwork: 0 0 Room Totals: 1,992 31 730 I I I \\vmware-host\Shared Folders ...\Derek Swift.rh9 Wednesday, January 3, 2018, 5:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Highland Home Heating&Cooling Derek Swift Wilton, NY-12831_ -__- - Page 10 Detailed Room Loads- Room 3 - Living Room (Average Load Procedure - - - [Gene_r_al Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.1 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 1 Area: 121.0 sq.ft. Supply Air: 126 CFM Ceiling Height: 12.9 ft. Supply Air Changes: 4.8 AC/hr Volume: 1,562.9 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 10 CFM Runout Air: 63 CFM Percent of Supply.: 8 % Runout Duct Size: 5 in. Actual Summer Vent.: 12 CFM Runout Air Velocity: 462 ft./min. Percent of Supply: 9 % Runout Air Velocity: 462 ft./min. Actual Winter Infil.. 6 CFM Actual Loss: 0.176 in.wg./100 ft. Actual Summer Infil.: 4 CFM 'Item Area -U- Htg Sen Clg Lat Sen Description _ Quantity Value HTM N -Wall-Custom R-22 wall 10.1 X 71.5 0.045 3.2 232 — HTOM GaiO0 - G 53 8.6 W-Wall-Custom R-22 wall 12 X 15 129 0.045 3.2 418 0.7 0 95 W-Door-11 N 3 X 6.7 20 0.350 25.2 504 8.8 0 175 N -GIs-1 D-cv-o shgc-0.56 100%S 15 0.570 41.0 617 18.7 0 281 W-GIs-1 D-cv-o shgc-0.56 0%S 15 0.570 41.0 617 60.6 0 911 W-GIs-1 D-cv-o shgc-0.56 0%S 16 0.570 41.0 657 60.6 0 969 UP-Ceil-Ceiling R-49 insulat 10.1 X 121 0.020 1.4 174 1.4 0 167 12 Floor-19D-Osp 12 X 10.1 121 0.368 1.3 151 0.2 0 29 Subtotals for Structure: 3,370 0 2,680 Infil.: Win.: 5.6, Sum.: 4.0 267 1.640 437 0.229 71 61 Ductwork: 0 0 Room Totals: 3,807 71 2,741 i \\vmware-host\Shared Folders ...\Derek Swift.rh9 Wednesday, January 3, 2018, 5:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Highland Home Heating&Cooling ' Derek Swift Wilton,NY 12831 — Page 11 L e_tailed Room Loads - Room 4 - Bath 1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.9 ft. System Number: 1 Room Width: 10.5 ft. Zone Number: 1 Area: 177.6 sq.ft. Supply Air: 77 CFM Ceiling Height: 8.6 ft. Supply Air Changes: 3.0 AC/hr Volume: 1,524.6 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 77 CFM Percent of Supply.: 7 % Runout Duct Size: 5 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 566 ft./min. Percent of Supply: 9 % Runout Air Velocity. 566 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.263 in.wg./100 ft. Actual Summer Infil.: 4 CFM EDe mArea -U- Htg Sen Clg Lat Sen scri tion Quantity Value HTM _ Loss HTM Gain Gain E-Wall-Custom R-22 wall 16.9 X 121.6 0.045 3.2 394 0.7 0 90 8.6 N -Wall-Custom R-22 wall 10.5 X 90.1 0.045 3.2 292 0.7 0 67 8.6 E-GIs-1 D-cv-o shgc-0.56 0%S 15 0.570 41.0 617 60.6 0 911 E-GIs-1 D-cv-o shgc-0.56 0%S 8.5 0.570 41.0 351 60.5 0 517 Floor-19D-Osp 10.5 X 16.9 177.6 0.368 1.3 222 0.2 0 43 Subtotals for Structure: 1,876 0 1,628 Infil.: Win.: 4.9, Sum.: 3.5 235 1.636 385 0.225 63 53 Ductwork: 0 0 Room Totals: 2,261 63 1,681 \\vmware-host\Shared Folders ...\Derek Swift.rh9 Wednesday, January 3, 2018, 5:57 PM -_ ' Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development Inc. Highland NY 12831 Home Heating&CoolingDerek Swift Wilton, _ Page 12I Detailed Room Loads - Room 5 - Bedroom 1 (Average Load Procedure) General __ ---- ----- - — -- - Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 13.4 ft. System Number: 1 Room Width: 12.5 ft. Zone Number: 1 Area: 167.7 sq.ft. Supply Air: 75 CFM Ceiling Height: 8.6 ft. Supply Air Changes: 3.1 AC/hr Volume: 1,439.5 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 75 CFM Percent of Supply.: 8 % Runout Duct Size: 5 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 549 ft./min. Percent of Supply: 9 % Runout Air Velocity: 549 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.247 in.wg./100 ft. Actual Summer Infil.: 3 CFM Sen Description _- - Quantity Value HTM - Loss-- HTM Gain Gain E-Wall-Custom R-22 wall 12.5 X 92.2 0.045 3.2 299 0.7 0 68 8.6 S-Wall-Custom R-22 wall 13.4 X 100.1 0.045 3.2 324 0.7 0 74 8.6 E-GIs-1 D-cv-o shgc-0.56 0%S 15 0.570 41.0 617 60.6 0 911 S-GIs-1 D-cv-o shgc-0.56 0%S 15 0.570 41.0 617 32.2 0 485 Floor-19D-Osp 12.5 X 13.4 167.7 0.368 1.3 210 0.2 0 41 Subtotals for Structure: 2,067 0 1,579 Infil.: Win.: 4.6, Sum.: 3.3 222 1.636 364 0.229 59 51 Ductwork: 0 0 Room Totals: 2,431 59 1,630 I \\vmware-host\Shared Folders ...\Derek Swift.rh9 Wednesday, January 3, 2018, 5:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Highland Home Heating&Cooling Derek Swift Wilton NY 12831 Page 13 Detailed Room Loads - Room 6 - Bedroom 2 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.4 ft. System Number: 1 Room Width: 12.5 ft. Zone Number: 1 Area: 167.7 sq.ft. Supply Air: 85 CFM Ceiling Height: 8.6 ft. Supply Air Changes: 3.6 AC/hr Volume: 1,439.5 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 7 CFM Runout Air: 85 CFM Percent of Supply.: 8 % Runout Duct Size: 5 in. Actual Summer Vent.: 8 CFM Runout Air Velocity: 627 ft./min. Percent of Supply: 9 % Runout Air Velocity: 627 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.322 in.wg./100 ft. Actual Summer Infil.: 3 CFM De cription Quantity Vale HTM Loss HTM __Gain Gain E-Wall-Custom R-22 wall 12.5 X 92.2 0.045 3.2 299 0.7 0 68 8.6 S-Wall-Custom R-22 wall 13.4 X 100.1 0.045 3.2 324 0.7 0 74 8.6 E-GIs-1 D-cv-o shgc-0.56 0%S 15 0.570 41.0 617 60.6 0 911 S-GIs-1 D-cv-o shgc-0.56 0%S 15 0.570 41.0 617 32.2 0 485 UP-Ceil-Ceiling R-49 insulat 13.4 X 167.7 0.020 1.4 242 1.4 0 231 12.5 Floor-19D-Osp 12.5 X 13.4 167.7 0.368 1.3 210 0.2 0 41 Subtotals for Structure: 2,309 0 1,810 Infil.: Win.: 4.6, Sum.: 3.3 222 1.636 364 0.229 59 51 Ductwork: 0 0 Room Totals: 2,673 59 1,861 I I i \\vmware-host\Shared Folders ...\Derek Swift.rh9 Wednesday, January 3, 2018, 5:57 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Highland Home Heating&Cooling Derek Swift Wilton,NY 12831 _ _ -__ - _ - _- _ Page 14 Detailed Room Loads - Room 7 - Bath 2/Loft (Average Load Procedure) - General - - - - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 17.3 ft. System Number: 1 Room Width: 10.5 ft. Zone Number: 1 Area: 182.0 sq.ft. Supply Air: 41 CFM Ceiling Height: 8.6 ft. Supply Air Changes: 1.6 AC/hr Volume: 1,562.1 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 41 CFM Percent of Supply.: 15 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 299 ft./min. Percent of Supply: 9 % Runout Air Velocity: 299 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.075 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area U- Htg Sen Clg Lat Sen Description Quantity Value_ HTM Loss HTM Gain Gain E-Wall-Custom R-22 wall 10.5 X 90.1 0.045 3.2 292 0.7 0 67 8.6 N -Wall-Custom R-22 wall 17.3 X 128.7 0.045 3.2 417 0.7 0 95 8.6 N -GIs-1 D-cv-o shgc-0.56 100%S 8.5 0.570 41.0 351 18.7 0 160 N -GIs-1 D-cv-o shgc-0.56 100%S 11.6 0.570 41.0 475 18.7 0 216 UP-Ceil-Ceiling R-49 insulat 17.3 X 182 0.020 1.4 262 1.4 0 251 10.5 Floor-19D-Osp 10.5 X 17.3 182 0.368 1.3 228 0.2 0 44 Subtotals for Structure: 2,025 0 833 Infil.: Win.: 5.0, Sum.: 3.6 239 1.637 391 0.226 64 54 Ductwork: 0 0 Room Totals: 2,416 64 887 \\vmware-host\Shared Folders ...\Derek Swift.rh9 Wednesday, January 3, 2018, 5:57 PM Rhv Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Highland Home Heating&Cooling Derek Swift Wilton.NY 12831 -- - - -__ Page 15 ' F LSystem 1 Room Load Summary- - - Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Kitchen 91 2,160 28 1-5 327 972 87 45 45 2 Dining Room 157 1,992 26 1-5 246 730 31 34 34 3 Living Room 121 3,807 50 2-5 462 2,741 71 126 126 4 Bath 1 178 2,261 30 1-5 566 1,681 63 77 77 5 Bedroom 1 168 2,431 32 1-5 549 1,630 59 75 75 6 Bedroom 2 168 2,673 35 1-5 627 1,861 59 85 85 7 Bath 2/Loft 182 2,416 32 1-5 299 887 64 41 41 Ventilation 3,527 686 803 System 1 total 1,064 21,267 233 11,188 1,237 482 482 System 1 Main Trunk Size: 12x8 in. Velocity: 723 ft./min Loss per 100 ft.: 0.124 in.wg Cooling System Summarlr Cooling Sensible/Latent Sensible Latent Total _ Tons Split - Btuh _ Btuh Btuh'� Net Required: 1.04 90%/ 10% 11,188 1,237 12,425 Actual: 1.33 75%/25% 12,000 4,000 16,000 E ui meat Data - Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: 59SC2C040S17--12 24ABC618A**31 Indoor Model: CS018S494+TXV+TDR Brand: CARRIER SUMMIT Description: Natural Gas or Propane Furnace Efficiency: 92.1 AFUE 13 SEER Sound: 0 0 Capacity: 37,000 Btuh 16,000 Btuh Sensible Capacity: n/a 12,000 Btuh Latent Capacity: n/a 4,000 Btuh AHRI Reference No.: n/a 4213995 i i \\vmware-host\Shared Folders ...\Derek Swift.rh9 Wednesday, January 3, 2018, 5:57 PM c RecoveryHRVXX Heat • ERVXX Energy Recovery Ventilators ��Cl1"1"lE'1" turn to trts he expe Product Data i I A 12339 ERVXXSN:B1100,HRV\\SVB1100 IIRV\\SVU1157 .Au533; A3299 FR\\NSH131100,IIR\\\SIIBIIO(1 h:R\\1LH131200.HR\\\LHB1150,HRVk_1'IAIBI250 i . a•23s_ ., _z HR\\\L\U 1330 ER\\\NV:\ STANDARD FEATURES The He=at Reuwery A'cmilation (HRV) and Ener,,-,x Recocc,% HRV Vcnti'.ator (LR\ ) ,vste.ns offered bti (':r;ie- a-c inc ii-.cst or, the trnarkct toLo. These unity pmyide efficient and co,t cf'ectixe heat 1:nzr � Boeing defrost ctclr reareery durime the heating;eason when needed most. • Cmc,-tlo��°,cuuntertlow hest cxchanycrs \,aetnperaturc,drop bcltn+ ? °F( ( l.indoor air i,%circulated • One filter on incoming air, ,tic filter on outgoing*air to protect core l udical' ":arc h the he tt e.xchurL,:r core to prcvcnt Lost from • Acoil-lical dcsi�n tOrming.` Coripetitors' :r:cthods of supplcrlentar\ electric defrost P,,Icpropclene heat exchanecr a}rz waste energy. Unlike rotary wheel heat exchanger,which mit air streams. these cross-flow or counterlIm heat exchan*ers ensure ERS that ;here n no inix of t#r stale ala ar am with the flesh atadoor Int, r,ted a;rflo"balancing points'` air stream Ir.t.,,r.Czd#1: r,tnc int'--lock, ,A filter installed on the incoming outdoor air Stream removes lar2c • Iieh pressure blo.rcrs airhome particles from the intake air stream before they enter the • Onhoard control for continuous highlow acntilator operation Lest exchanpci and rediucv, the maintc^.,nec required. "[he unit, . Fr,cr<<, ,a%in!"dL-fro,t cxcfc` �entilato-the cuic%,t - � ( rr"-lovv,a�cntcrtlow h ,,t csciti�_cr, on the market and ensure,that comfort i,felt,not hc:rrd_ • Our filter on inurming au;one filteron air to UnLatching t\\o(2)suitca,c style latches allows easy removal of the Pt;rtcct core v filters amG core for cle;nin_T,vr most units. • A'„_tnalc mainicn2ncc \()hl` I F r, i ,:';, u;d nut he ir,;'allcd in an attic or ex'h ro,,c:„rr� rmt� conditnc.i sp acc unless provision, are made for drain Zinc I: #reenng and condensation. RV\ cN\A model uses I-,w terminal,to interlock with furnace plower for constant ventilation ERNAXNNA1090 Front View Side View r Top View PHYSICAL& ELECTRICAL DATA CAPACITY(LO-HI _ MAX. MODEL -- _—_ PORT CORE CORE WEIGHT VOLTAGE POWER MAX. CFM LS LOC. TYPE AIR FLOW LBS [KG] AMPS WATTS Pac-, HVI RATED ENERGY PERFORMANCE SUPPLY NET AIR POWER SENSIBLE APPARENT LATENT TOTAL MODEL MODE TEMP FLOW CONSUMED RECOVERY SENSIBLE RECOVERY RECOVERY ' (WATTS) EFFICIENCY EFFECTIVE- MOISTURE EFFICIENCY -C F LS CFM NESS TRANSFER TRANSFER Feat 32 22 46 c3 5G=_ 76% 0.56 0 32 33 70 1 C6 59% 75% 0.54 RVXx�`;;A".09C 0 32 4< 92 69`E 0,48 Ccc q5 NOTE TO ENERGY RATERS I I\I:a'.,d _:tonn,u:,:: c4 this t-K\ r_ ill t,t r,, 1 t'h: :r t a!CF-M N,::n pL,-or:n.tncc in the:[ t;.<il__pylic tion due ts,test prwo,ol of the laborite, c A,:1L1 d F.RVCFtit %,,ith the tna reular upcnir:'-N conneacd to a location under iegLcnti ,t=itic pressure will siortiCicanHy improec. I-or example a!medium�pecd with the connection location at -0.2-in.w.c.and with+(1-1-in. A.c.duct innectik,r..utt . a ttipicai mea>�trr.er-.t i, 1.1 CT-_NI sv:tt Foi additional pert-m Hance i1:u,t pointy marc rcprsc enta ive of actualrm applic:tti . fcr tr 0'L 'Nlaxinntm FRV':Ai lytta DL11% LCF\t I N po%N c:C'(,r,umptiout table I,J,)vv MAXIMUM ERV AIRFLOW DELIVERY (CFM)& POWER CONSUMP'I'IONI Vi\C ERV Fan S. eed(C=\) Retch, - - Low Pressure Supply Exhaust Watts Supply Exhaust Watts Supply Exhaust Nrat:s c 74 69 E7 „_t — 122 103 '21 148 135 -C. _. �, 6.2 66 — 120 — 11E 1G2 136 143 135 -0.3' vc 110 5c66 135 - 110 102 150 37 3s 0.4 ty 1a0 163 132 3•> 103 .rrat O - U Ventilator installed «ith forced air system ti9797 Ventilator installed with independent air distribution -861 t CARRIER VENTILATOR CONTROi S COMPATTRILITY MAI'RIX* Main Controls Auxiliary C7#{ontrol, Conrroi - r c � c. . i 1 tE iirimu�wr�oerw. Name One-Touch Econo(Basic) Standard(HRV) Standard Latent ERVC Auto 60 min.Crank Timer 20 min.Push Button Carrier Part# KVBCN0101CLT KVHCN0101CBS KVBCN0101CS1 KVACN0101CLC KV©CN0101CAU KVAI M010160M KVATMO10120C OFF-min-max- OFF - OFF Mainfeatures intermittent-lighted OFF-min-max min-min - OFF-mm mtermdtent infermitlent- Allows up to 6C min of 20-min high speed button dehumidistat dehumidistat dehumidistat high speed lighted push-mutton y Off, Off, Off, Oft Off, Overrides main Overrides main I ntermittent(20 min. Low continuous, Lowcontinuous, Lowcontinuous, Low continuous, wall control.Vent wall control.Vent. row 40 mir.off), High continuous. Intermittent. Intermittent. 20 minon/ will operate in high will operate in high Low continuous, No humidtstat High speeed High speeed when 40 minoff for selected for 20 minutes Modes High continuous humidity is humidityis Recirculation number of minutes unless button is above setpoint below setfwinl Dehurnidistat turns Up to 5 secondary pressed before unit on high if controls may be 20 minutes expires, humidity levels rise connected to a then turns unit off above set level single ventilator. Up to 5 secondary No hurnidistat controls may be ccnoccted to a ERVXXSHB1100 ERVXXSVB1100 s 1 I HKV;.XSHB1100 HRVXXSVBitW r �. HRVXXSVU1157 t a s o ERVXXLHB1200 • I HRVXXLHB1150 — HK'VXXLHB1260 w. a • • HRVXXI VUI3'i0 e i a • • s ��. *Model ERVXXNVA1090 does not require an external wall control. ACCESSORIES VENTILATOR ACCESSORY NUMBER NOMENCLATURE 1 2 3 4 6 - 8 9 10 11 1- K N 13 C N 1) 1 11 1 C B S Product Contnil Description CAL ( arj wr Aun imatic Contral KV VcmilalorAccc,"ory Kit CBS Carrier 13a.Nic Control CLU-Carrier Latcnt Control CIA -('arricir One-Fouch Control scrit-, CSI -Carrier Standard Control Or',inal Scri, H- S-1-con S--:c, Accvs,ijr} Description IR()- 111�1!d 1101)- liit:;kc Hood 'I'vpe KI I - \illo%% Measuring Kit A 0)1 -Accessor% 61-Nl -Flow Coll;ir 6-in. CN01 -Control 7FNI- Flo%% Collar 7-in. I IM 0 1 - rimer 81 N1 - Flow Collar 8-in. A(1)1 -Acct!ssory Tinier Description Package QuantitN Minute I i:-iL:r Kit (11 -S;riizlc Pack Kit KIT NUMBER DESCRIPTION WHERE USED KVBCNC101CAU Au,,cma'ic Wall Controi Used with HHVs KVBCNC101CBS Basic Wall Control Used with HRVs KV[1CNC'01 CLC Latent Wall Contmi Used with ERVs KVbC%,'C,l CLT Ci,er Onis_Tci,ch Cortrci Usecr w--,ERVs and HRVs as a main Na!'coritrcl 2 5 C1 1"S T Stacxd HRV"cr-1 Used "RVE K'vAA0010'H,CC Ex!e,ic, rtak,..anc Exf-a_s-'L-ocd Used,,,;t-i ERVs and SRVs.2 Req.',ec! KV5ACC-0'KIT Airflow Mea-SUrinq Kit Start..o Balar,cing Kit, includes(2)6 in.Flow Meter Col;ai s&Magnehelic Gauge KVA7%M010120C 20 Minute Push B.ttoiri Timer Used w Vn ERVs and HRVs when 20 minute manual operation is required KVATMO10160M 60 Minute Eimer Used with FRVs and HRVs,time is adjustable between 10 and 60 minutes KVAAC01016FM 6 in,Flow Meter Collar Used with ERVs and HRVs,at start uc,when 6in.duct work is connected to HRV KVAACC!01 7FM 7 in.Flow Meter Coilar Used witri ERVs and HRVs,at start j--. ashen 7;r duct,",ork is connected to HRV K'VAACC'3'8F,V 8 r, FIc.% Mete r 1-1 c,rar Usec ..'v)ERVs and HRVs a:start jc N. en Sri, di,.t a.crx is cor,ected to HRV KVAACCI C,rjCO Concentr,c lrtaKe. Exhajst Hocc: Used as,3single intake exhaust for SVB't!00 SHB,',CC&NVA109Cmodels o7ly Totalise 6506, �,esh-Air Intake Damper NCPO Used w t-ERVXXNVA1 090 Totalre 5428 Fan Coil Conner,!icn Kit Used vev ERVYXNVA1090. Note "G' signal required.Not for uSe with communicating conlrnls. PSYCHOMETRIC CHART T"�1 -T J, I 4 T- -7 Y, 1111A 11 it 17 �L—Av a e. 1 1!- a Cs 1,4 Catalog No: ERVHRV-03PD Manufacturer reserves the right to change.at any time,sperilications and designs with"t notice and without obligations. Hvplac— ERVl4RV–Q2PD NEBPA BLOWER DOOR FORM ,d ,s Home Energy Experts _Worth East 5uflt3t12g Perfcrmauce Achusors 5I8.350.294Z Contractor: High Peaks Log Homes Date: l c1 — Contractor Address: 52 Fox Run City: Chestertown State:NY Zip: 12817 Phone# 518-494-7265 Email: mikelewis@highpeaksloghomes.com Location tested: 43 Martel Rd City: Queensbury State:NY Zip: 12804 Customer Name: Phone# Email: Ventilation requirements: Volume= (Height x Living)+(Height x Basement) X 3/60 =ACH per Hour Volume: 2,3 pa 3=7Oy3o/60 = Ito(' CFM @ 50 Maximum CFM 50 to achieve less than 3 ACH= K.-1 Blower Blower Door Diagnostics: Ring Open Inside Temp: lc Baseline Pressure -50 Pa. A Outside Temp: t Fan Pressure ��q Pa. i CID Actual Flow @ CFM50 = G-t Z cfm@50 CFM@50 x 60/Volume = ` 1, co ach New York State Requires builders run a blower door test on new residential buildings to ensure a maximum air leakage of three air changes per hour(ach50). *ACH test results are considerably lower than building standards. Mechanical Ventilation is highly recommended. **As a reference, Energy Star homes must come in at.35 ACH naturally to qualify. Blower Door testing performed by: (LC — ' 10- 'ZOn- North East Building Performance Advisors , , 7 Rocky Ridge J l ' Warrensburg, NY 12885 ..'.. 'r 518-350-2941 JUL 3 2018 °°��`�'°' =F` s TOWN OF QUEENSBURY BPI GoldStar'" BUILDING&CODES CONTRACTOR JD: 1006099 (��n,; Flug, I4. 1VIu < 4 UjrIN U1A . .r�.-�v�- ..�-�,,. -. No, 4634 f', ��7 --- ._. J` r.�✓ •. �%Sy 4l?r'�-4.`,�'`;:,,zb/`r\..? ::CCU- t .-rr-�'*, ^ MIDDLED 0EP TMENT INSPECTION AGENCY, INC. �,, tj 0. r'ai We that the electrical wiring to the electrical equipment listed below has been examined and is approved as '1) 0 j being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date �f- j noted below and is issued subject to the following conditions- ,- I«) Owner: • <<<5 << Derrick Switft Date. • r.) ,, 08/03/2018 . Occupant: Same ��, Location43 Martell Road r>> (kt Occu anc �� .5 p Y Ingle Family Dwg. • Queensbury, Warren Co. NY ��J� )) Applicant: �_ KA- Tom Lewis/Highland Electric `» 2188 Harrington Hill Road .:.: • .• r,�) <<rJ Lake George NY 12845 - - • j ) •• -r'= L ��0'�s' J Joseph A.Holmes •• » �,)- - - - - _ _. 318014103301EL - - - - - - - 4j ' Equipment: • r , 6. ;;�1 -200 Amp. Sub Panel;28 -Switches..41 Rece"ptacles;28.-.Fixtures;..1'=-30 Amp-Air•Conditioner; 1 -Burner, Wiring �?� $18e Control For Gas; 1 -Well Pump; 1 -30 Amp Receptacle;2-Vent Fans; 6-Smoke Detectors; 13-Arc Fault ,:/Breakers . . . �>> .;•1 �� This certificate applies to the electrical wiring to the electrical equipment listed Immediately Wulf and void. this certificate applies only to the use,occupancy arid ��`)� above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon's Change In the use,occupancy oc ownership (�: r i) inspection. No warranty is expressed or Implied as to the mechanical safety,effi- of the property Indicated above,this Certificate shell be immediately null and veld, i j ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes Invalid based upon the above conditions, • �� be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department 'i system to which this certificate applies be altered in any way,Including but not limit. Inspection Agency,Inc. An application for inspection must be submitted to Middle r,* 4 ea to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, li 4.to initiate the inspection and revalidation ?s� any of the components installed as of the above noted date,this certificate shall be process. A fee will be charged for this service. P G /.;-r< r::•<r,&5?.,/;.l:�T art..>G<�:`may.r:.,,., -fe. ,l r:kt. :•r:.v:= kle. :::r: :1 n�.r: :�:,i44:s, /.`,?�i' v .r>.r ,,r;.>/?-.'/,,<.s. >/.•!: :=.•, ?,riG'a:„eJea :�=�= !:�!}v:`S`SL\::��SA".�l S<�.<l:<�!:�:::✓.✓`..`a:;<l�;<:✓<::/�t✓':�.1�'✓.<v<`'!<:✓r��<:✓<�v<\✓<�✓<�✓..`�<t✓,L ,�v�:�!�::�=�✓.:`�✓•�- <�= �ti%= .!=�!s�r-'/-'a • • • ECoc � 0 AUG 15 2015 . • TOWN OF QUEER SBURY • BUILDING&CODES 15 NOTTOSCALE bk; MAPNOTES 1. Boundary information shown hereon was corn iled from Map Reference 1&2, and field data captured on Julie 12,2017. \ Utlitj Pole D P — OHW OHW OHW ti.. 2 North orientation and bearing base per Map Ret Z 3. Warrea County taxparce1290..14-120. OS 4. The location of underground impro vements or encroachments,ifany exist,or as shown hereon,are riot certified. There maybe other fi Site Location. 7 7-� \ underg=round utilities,the existence of which are unknown: Size and location ofafl underground utilities must be verified by the ( �� MARTELL ROAD n OAL � aPPro1riate authorites. The Underbround Facilities Protective Organization must be notifedPr or conducting test borings,excavation \ LdgeofPavement and construction. u\icer (,0.. 5 This stave was re wed without the benefit of an u to date abstract of title. L=30.78, R=25.00 y P P P lv Iron Rod 6. Reproduction or copying of this document may be a violation of copyright law unless permission of the author and/or copyright holder N07°51'00"E Found 0.2' Iron Rod Found, is obtained i, t€ 14 � ' L' 10.04from Corner 553°30''40'E0.5' � � ROA a J from Corner 7. A cop),of this document without a proper applicaticun of the surveyors embossed seal should be assumed to be an unauthorized copy. 1,40 LA � e n • —L=118.63, R=50.00 Lands Now or Formerly of Lands Now or Formerly of \\ � � Gravel Drive way and ParkingArea= David & Mich ele Della Monica \ Stephen & Phyllis Hudson 3 7s .ft. Y \ Book 670 Page `703 Book 811 Page 266 p © N�2�2. 290.14-1-19 29a 14-1-21 \ \Culvert — Wetland Flag \ \ © 6$ C' Area 2.39.±acres Recovered \ \ \ + o \ Propane Tanks \ --- ` z > Prop. Wood q / 0/y Deck Rt- 4z 41 Lot Numberper Map Reference 1 Gravel f �. p�• Farking X` / Weil 1 Bilco Iron Rod r ` Found(Held) Garage" _._. Proposed 8' Mw Extensions to J r . Foundation Former Residence Footprint(to be Reused) w W w .. r _ .Several DEC Wetland fla s were b o ° nvfrecovered during our field __, o r-+ data capture_Limits of wetlands 3 Garden 00 shown erDECma m P PP g Iron Rod supplied by.client. Found ell PP d d,•.._. o Iron Ko S09 3 _ 3 00 W Found .2 ,o •: '. PERMIT PLOT PLAN _ . 497.38 _ �r�-►�! from Corner . Bearm -�lon this line, Bei Deed Reference 1. c g l L.J l9 I-PAV�ERSONALLY tVil: IRED TH DISTANCE n of Ma References 1 dz 2 use a bearing g DEEDREFERENCE., i M THE PROS CR Z o r � erratical closure � I NT 809 54 W,which cxeares a math c• errorforthrs arcel. FR SE STR (S)0 S � � 1. Con ve ance to Derek Swift b deed dated October 30 2009 filedzn the Warren l' y y CountyClerks Office on November 09 2009in Book 3900 of Deeds at a e 194. SI N.i URE DATE MAPREFERENCES.. Lands Now or Formerly of L Map entitled Ha viland Acres Subdivision',prepared by Van Dusen,dated February 24,1976,filed in the Warren County Clerks Office on July 7,1981 as Wrap Michael & Jan Bardin 290.14-1-20 d narnaberFolder DMap 663. RC-00079 D Book 1026 Pae 315 SWI 0-2017 • y ft, Derek 2. Map entitled Main ofa l'i oposed Subdivision made for Brfan O'Connor"prepared Martell by Van Dusen&Steves,dated une28 1989 last revisedNo 1989 filed 43 M DEC } I � 290.14 � 34 artell Road 19 2017: in the Warren County Clerks Office on fanuary31.1990as leap number A-151. SFD (fire In Spring 2017) 1174 s.f. •r®�vN al'GtlJEENSBURY COMMUNITY DEVELOPMENT ... .KRISTIN M. DARRAH REVISIONS ORD D RECORD/DESCRIPTION DRAFTER UNAUTHORIZED ALTERATION OR T� DATEREC / E 1 VIa of a Bounda �Z11 Ve 050803 ADDITION TO THIS DOCUMENT 9 A P Y J ' VIOLATION OF SECTION 7209..., 8/8/17 1 Revised per Client and T/0 Queensbury Comments KMD SUBDIVISION OF THE NEW YORK Lands Now or Formerly of STATE EDUCATION LAW. , � 2017 Derek & A udrey Swift Darrah Land Surveying, PLLC OF N TOWNOF QUEEN5BURY WARREN COUNTY,NEW YORK MAR/�' k APPROVED.KMD DRAFTED.- GCB , '= CHECKED. KMD g _40 Darrah Land cSurvey1n& PLL C' _17043-1 364 North Shore Road,Hadley, NY 12835 PROD.NO 17043 ' .i Voice., 518)798.-4692 SHEET- 10F7 'ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED l � I SCALL'': 1"--40 SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S PROjNO.' .17043 ORIGINAL WORK AND OPINION." I DATE: 06X2812017 NOT70SC4LE • ' + '� r MAPN07E5 // �• Utili Pole 1. Boundaryinformation shown hereon was compdedfrom Map Reference 1&Z and belddata captured onJune 1Z 2017. . ' — OHW OHW OHW 2 North arientation and hearing base per Map Ref 1. • 3. Warnerr County tarparce129014-129 — — — — — -- • p 4 The location of underground improvements orenemachments,if an arcs shown hemory are notaertifred 7Yaern may be othoer r �IARTELL ROAD /4 \ underground utilities,the existence of which are unknown Size and laration of all underground utilities must be verified by the appmprrate authorities The Underground FacilitiesPfatective Organi7afian must benotfied prior to rnnductingtestbvrings,excavation Edge ofl'avement and constructiorz . Golf Course L=30.78, R=25.00 577ris survey wasprepared without the benefit of an up to date abstract of title. .t Iran Rod oy* 6. Reproduction or copying of this document may he aviolationofmpyright law unlesspermissionof the author and/orcopyrrghtholder • N07°51'00"E_/ Found 0.2' Imn Rod Found, is obtained. 10.04 from Corner Sz?MW*E99' \ from Corner 7. A copyof this document withouta pmperapplication of the surveyors embossed seal should beamumed to bean unauthorized copy. • t S TD ! \ JpP\ —L=118.63, R=50.00 \ \\ \\ Lands Now or Formerly of Lands Now or Formerly of \\ \\ \ \ David & Michele Della Monica � Stephen & Phyllis Hudson \ \\ N Book 670 Page 70J Book 811 Page 266 \ \ p 3?0 6 290.14-1-19 290.14-1-21 Wetland Flag \\ \\CkdVert — — 6tS �� C4 Area=239+acres Recovered \ \ 1 o \ , Propane Tanks � N �J z t 5 LotNumberper MapRefermxe 1 / /C.M ©Covered v Park* ` / Area / Wood L71ack Well Wetland Flag / T ® Recovered / b Bilco Dun Rod 'tiry 2 \ t Found(Held) Open Deck 1 w/steps ACunit CO V--j Several DFC Wetland flags were notrecovered durmgourfield 0 data capture.Limits of wetlands Garden shown per DEC mapping Iran Rod supplied by client. 40 Found(Held) Iron Rod S090 33'0011W Found 02' 497.38 from��' Bearing along this line per Defied Reference L. — DEED REFERENCE Map References 1&2 use bearing of — — — S09'54WN,which creates a madwmatical closure 1. Conveyance to Demk Swift by deed dated October 30 2009,Filed m the Warren ermrfor this parcel. County Clerks Office on November 09,2009m Bavk3900of Dheds atpage 1W M"REFFR&VC)FS• Lands Now or Formerly of pc -7q o_a o j- 1. Map entitled"Havdand Acres Subdivision;prepared by Van Dusm dated EH X2018 February24,1976,&led err the Warrmn County Qerks Office on july7,1981 as map Mieha el & Jan Bardin numberFolderDMap 663. „ Book 1026 Page 315 FINAL SURVtly 2 Map entitled Map ofa Proposed Subdivision made for Brian O'Connor'prepared AUG Q 6 by Van Duren&Sieves,dated june29,N89,lastreviwdNovember2Z 1989filed 290.14-1-34 m the Warren County Clerks OKce on january31,199I0asmapnumberA-151. TOWN OF QUEENSBURY CO%jMUNITY DEVELOPMENT KRISTIN M. DARRAH DATE REVISIONS RECORD/DESCRIPTION DRAFTER uNMMiOR¢ED ALTE ZATION Oft 050803 TO T Map Of a Bozrrtd�rry Survey HIS DOCUMENT IS � VIOLATION of SECTION 7209 8/3/18 1 Added As—built Conditions MWB SUBDNISION 2 OF THE NEW Stu Lands Now or Formerly of ✓ STATE LAW. Derek &AadreySwift c 3v��I lac Darrah Land Surveying, PLLC APPROVED KMD TOWN OF QUEENSBURY WARRENCOUNTY,NEW YORK DRAFTED.• GCB N Dafrah Land Surveying PLLC 17043-1 .. 'l - cEcr� KNrD 3764North Shore Road,H.athey,NY12835 PROD.NO. 17G�13 "�• ... . �nx= �> Voice:(518)7984692 SHEET: 10F1 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SCALE_?' °� fN 1" 4tI PRO SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION." DATE:0612812017 NO. 17043