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0624 OST.-W.BARN. RD - Health
624 OST.-W.$ARN Marstons Mills 310 CMR 16.00: SITE ASSIGNMENT REGULATIONS FOR SOLID WASTE FACILITIES 16.02: Definitions The following words when used herein, except as otherwise required by the context, shall have the following meaning: Abutter means the owner of land sharing a common boundary or corner with the site of the proposed activity in any direction, including, but not limited to, land located directly across a street, way, creek, river, stream, brook or canal. Adjacent Area means a parcel of land contiguous to a site or in close enough proximity to be directly impacted by water, air or soil borne pollutants, not exceeding a 'h mile radius from the site. Adverse Impact means an injurious impact which is significant in relation to the public health, safety, or environmental interest being protected. Agricultural Waste means discarded organic materials produced from the raising of plants and animals as part of agronomic, horticultural or silvicultural operations, including, but not limited to, animal manure, bedding materials, plant stalks, leaves, other vegetative matter and discarded by-products from the on-farm processing of fruits and vegetables. Applicant means the person named in the application as the owner of a property interest in the site or the operator of the proposed facility where the owner has entered into an agreement with an operator at the time the application is filed. Area of Critical Environmental Concern (ACEC) means an area designated by the Secretary of the Executive Office of Environmental Affairs pursuant to 301 CMR 12.00: Areas of Critical Environmental Concern. Asphalt Pavement, Brick, and Concrete Rubble means rubble that contains only weathered (cured) asphalt pavement, clay bricks and attached mortar normally used in construction, or concrete that may contain rebar. The rubble shall be clean and not painted, coated or impregnated with any substance. The rubble shall not be mixed with or contaminated by any other wastes or debris. Backyard Composting means the composting of organic solid waste, such as grass clippings, leaves or brush generated by a homeowner or tenant of a single or multi-family residential unit or an apartment complex unit, where composting occurs at that dwelling place. Cathode Ray Tube, CRT or Intact CRT means an intact glass tube used to provide the visual display in televisions, computer monitors, oscilloscopes and similar scientific equipment, but does not include the other components of an electronic product containing a CRT even if the product and the CRT are disassembled. Combustion Facility means a facility employing an enclosed system using controlled flame combustion, the primary purpose of which is to thermally break down solid wastes, producing ash that contains little or no combustible materials. Commissioner means the Commissioner of the Department of Environmental Protection or his or her designee. Compostalble Material means an organic material, excluding waste water treatment residuals, that has the potential to be composted, which is pre-sorted and not contaminated by significant amounts of toxic substances. Composting means a process of accelerated biodegradation and stabilization of organic material under controlled conditions yielding a product which can safely be used. Construction and Demolition Waste means the waste building materials and rubble resulting from the construction, remodeling, repair or demolition of buildings, pavements, roads or other structures. Construction and demolition waste includes but is not limited to, concrete, bricks, lumber, masonry, road paving materials, rebar and plaster. CRT Operation means an area or works other than a household that is used for the collection, storage, transfer, containment, or handling of Non-commodity CRTs. The CRT Operation is the place where the determination of whether a CRT is a Non-commodity CRT is made. Department means the Department of Environmental Protection. Department Report on Suitability means the report issued by the Department pursuant to M.G.L. c. 111, § 150A, stating whether a site proposed for a solid waste management facility in an application for a site assignment is suitable. Disposal means the final dumping, landfilling or placement of solid waste into or on any land or water or the incineration of solid waste. Disposal Facility means any solid waste combustion facility rated by the Department at more than one ton per hour or any landfill. Down gradient means: (a) in reference to surface water, the direction perpendicular to lines of equal elevation over a distance in which elevation continuously decreases, measured from the point or area in question; or (b) in reference to groundwater, the direction perpendicular to lines of equipotential over a distance in which total head continuously decreases,measured from the point or area in question. Existing Public Water Supply see Public Water Supply. Expand a Site means to move a solid waste facility's operation to a previously unassigned site that is contiguous to the original site or to modify a solid waste facility's operations causing it to exceed any capacity or total volume limit stated in its current site assignment. Facility means an established site or works, and other appurtenances thereto, which is, has been or will be used for the handling, storage, transfer, processing, treatment or disposal of solid waste including all land, structures and improvements which are directly related to solid waste activities. Food Material means source separated material produced from human food preparation and consumption activities at homes, restaurants, cafeterias, or dining halls which consists of fruits, vegetables and grains, fish and animal products and byproducts, and soiled paper unsuitable for recycling. Handling Area means an area used for the transfer, storage, processing or treatment of solid waste, excluding weigh stations or access roads. Handling Facility means any facility that is not a disposal facility, for example transfer stations, storage facilities and other facilities used primarily for the storage, processing or treatment of solid waste. ("Handling facility" includes recycling facilities and composting facilities that are required to obtain a site assignment pursuant to 310 CMR 16.05) Infectious waste means "Infectious Waste or Physically Dangerous Medical or Biological Waste" as defined in 105 CMR 480.000, Department of Public Health, State Sanitary Code and includes: blood and blood products; pathological waste; cultures and stocks of infectious agents and associated biologicals; contaminated animal carcasses, body parts and bedding; sharps; and biotechnological by- product effluents. Interim Wellhead Protection Area (IWPA) means that wellhead area established under 310 CMR 22.02, Drinking Water. Land Actively Devoted to Agricultural or Horticultural Uses means that land as defined at M.G.L. c. 61A, § 3. Landfill means a facility or part of a facility established in accordance with a valid site assignment for the disposal of solid waste into or on land. I New Site means a parcel of land for which an applicant seeks site assignment as a solid waste facility which has not been previously assigned and is not contiguous to an existing site assigned area. Non-commodity CRT means a CRT that has been determined will not be returned to service as an operable CRT, and has not been disposed.? CRTs that are disposed of intact, and CRTs that are crushed or ground up (excluding monochrome CRTs) are subject to 310 CMR 30.000. ' The implication is that an operation only handling commodity CRTs is not a CRT Operation. Thus, a charity that accepts CRTs for resale is not regulated if it doesn't make the r determination that a CRT is not a commodity CRT, but rather leaves that determination to its transferees. 2 The implication is that all CRTs are recyclable once they are determined not to be commodities as operable CRTs, but it takes an affirmative determination for a CRT to convert from a commodity. Note: The hazardous waste regulations do not apply to households. Non-Potential Drinking Water Source Area means that area defined by 310 CMR 40.0006: Massachusetts Contingency Plan. Operator means any person who has care, charge or control of a facility subject to 310 CMR 16.00, including without limitation, an agent, lessee of the owner or an independent contractor. Perennial Water Course means a stream or river that flows year round. Persons means any individual, partnership, association, firm, company, corporation, department, agency, group, public body (including a city, town, district, county, authority, state, federal, or other governmental unit) or any other entity responsible in any way for an activity subject to 310 CMR 16.00, but not including an agency of the Commonwealth. Pollution shall have the same meaning means pollution as in 310 CMR 19.006: Solid Waste Management. Post-Consumer Rec,, cl�means the following materials which have served their intended end use and have been pre-sorted: (a) containers, films and wraps and other forms of packaging made from metal, glass,plastic or paper; and (b) newspaper, office paper, cardboard and other grades of paper. Potential Private Water Supply means a Class I aquifier as defined at 314 CMR 6.03: Ground Water Quality Standards, as may be amended, capable of yielding water,of sufficient quality and quantity which is located under a parcel of land that at the time of the earlier of the following two filings, the Site Assignment Application or, where applicable, the Massachusetts Environmental Policy Act Environmental Notification Form, is: (a) zoned residential or commercial; (b) not served by a public water supply; and (c) subject to a subdivision plan or a building permit application approved by the appropriate municipal authority. Potential Public Water Supply means a drinking water source which, at the time of the earlier of the following two filings, the Site Assignment Application, or where applicable, the Massachusetts Environmental Policy Act Environmental Notification Form,has been determined to be capable of yielding water of sufficient quality and quantity for future development as a public water supply, and either: (a) has been designated and received Departmental approval under the "Guidelines and Policies for Public Water Systems", as amended; or (b) has had the necessary documentation submitted on its behalf for determination as a Potential Public Water Supply as defined by the Department's Division of Water Supply. Potentially Productive Aquifer means: (a) all aquifers delineated by the U.S. Geological Survey(USGS) as a high or medium yield aquifer; and (b) all aquifers located east of the Cape Cod Canal (Cape Cod), on the Elizabeth Islands, on Martha's Vineyard, or on Nantucket. Pre-Sort means to segregate a material for reuse, recycling or composting by preventing the material from being commingled with solid waste at the point of generation or to separate and recover the material from solid waste at a processing facility. Pre-sorting does not require the recovery or separation of non-recyclable components that are integral to a recyclable product (e.g insulation or electronic components in white goods). Private Water Supply means a well used as a source of drinking water supplying a non-public water system with any volume of groundwater from any source. Processing means the use of any method, technique or process to reduce the volume or alter the physical characteristics of solid waste or recyclable or compostable materials through any means, including, f without limitation, separating, baling, shredding, crushing or reworking. Proposed Drinking Water Source Area means the preliminary Zone II or the preliminary IWPA for a proposed water supply well that has received a site exam approval by the Department and is actively pursuing source approval under the Drinking Water Regulations at 310 CMR 22.21(1), Source Approval. Public Water Supply means a source of drinking water supplying a public water system as defined in 310 CMR 22.00, as may be amended. Recyclable or Recyclable Material means a material that has the potential to be recycled and which is pre-sorted and not contaminated by significant amounts of toxic substances. Recycle means to recover materials or by-products which are: (a) reused; or (b) used as an ingredient or a feedstock in an industrial or manufacturing process to make a marketable product; or (c) used in a particular function or application as an effective substitute for a commercial product or commodity. "Recycle" does not mean to recover energy from the combustion of a material. Recycling Drop-Off Center means a location where pre-sorted post- consumer recyclables are deposited by the generators of the recyclables for collection and transfer to a facility for processing or directly to a market. Regional Disposal Facility means a solid waste facility that is a member of a regional disposal district established in accordance with M.G.L. c. 40, § 44K, or a solid waste facility that receives substantial quantities of solid waste on a regular basis from two or more municipalities. Residue means all solid waste remaining after treatment or processing and includes, without limitation, ash, material which is processed for recycling or composting but is unmarketable or speculatively accumulated due to its inferior quality and other solid waste which is not recovered. Non-recyclable material which is integral to a pre-sorted recyclable product shall not constitute residue for the purpose of calculating residue generation rates. Restricted Area means an area specified in 310 CMR 16.40(3) and (4) from which a solid waste management facility is excluded. Review Period means the 60 day period during which the Department shall review the Site Assignment Application and issue the Department report. Riverfront Area means that area defined by 310 CMR 10.00: Wet/ands Protection. Site Assiannient means a determination by a board of health or by the Department as specified in M.G.L. c. 111, § 150A which: (a) designates an area of land for one or more solid waste uses subject to conditions with respect to the extent, character and nature of the facility that may be imposed by the assigning agency after a public hearing in accordance with M.G.L. c.111, § 150A; or (b) establishes that an area of land was utilized as a site for the disposal onto land of solid waste or as a site for a refuse disposal incinerator prior to July 25, 1955. The area of land site assigned under 310 CMR 16.02: Site Assignment shall be limited to the lateral limits of the waste deposition area("the footprint"), or the area occupied by the incinerator, as they existed on July 25, 1955, except as otherwise approved by the Department in approved plans. Said assignment shall apply only to uninterrupted solid waste disposal activities within the footprint or plan- approved area and shall have no legal force or effect at any time after the cessation of disposal activities except as otherwise provided at 310 CMR 16.21. Sludge means the accumulated solids and/or semisolids deposited or removed by the processing and/or treatment of gasses, water or other fluids. Sole Source Aquifer means an aquifer so designated by the U.S. Environmental Protection Agency, or by the Department under the authority of a state program as may be established, that supplies 50% or more of the drinking water for the aquifer service area, and the volume of water which could be supplied by alternative sources is insufficient to replace the petitioned aquifer should it become contaminated. Solid Waste or Waste means useless,unwanted or discarded solid, liquid or contained gaseous material resulting from industrial, commercial, mining, agricultural, municipal or household activities that is abandoned by being disposed or incinerated or is stored, treated or transferred pending such disposal, incineration or other treatment,but does not include: (a) hazardous wastes as defined and regulated pursuant to 310 CMR 30.000; (b) sludge or septage which island applied in compliance with 310 CMR 32.00; (c) waste-water treatment facility residuals and sludge ash from either publicly or privately owned waste-water treatment facilities that treat only sewage,which is treated and/or disposed at a site regulated pursuant to M.G.L. c. 83, §§ 6 & 7 and/or M.G.L. c. 21, §§ 26 through 53 and the regulations promulgated thereunder, unless the waste-water treatment residuals and/or sludge ash are co-disposed with solid waste; (d) septage and sewage as defined and regulated pursuant to 314 CMR 5.00, as may be amended, and regulated pursuant to either M.G.L. c. 21, §§ 26 through 53 or 310 CMR 15.00, as may be amended, provided that 310 CMR 16.00 does apply to solid waste management facilities which co-dispose septage and sewage with solid waste; (e) ash produced from the combustion of coal when reused as prescribed pursuant to M.G.L. c. 111, § 150A; (f) solid or dissolved materials in irrigation return flows; (g) source, special nuclear or by-product material as defined by the Atomic Energy Act of 1954, as amended; (h) those materials and by-products generated from and reused within an original manufacturing process; and (i) compostable or recyclable materials when composted or recycled in an operation not required to be assigned pursuant to 310 CMR 16.05(2) through(5). Solid Waste Management Facility (see"Facility") Speculative Accumulation means the accumulation or storage of a recyclable or compostable material where the recycling or composting of the material is not occurring or cannot reasonably be expected to occur in the future. Any recyclable or compostable material that is speculatively accumulated is deemed to be a solid waste. Speculative accumulation arises when: (a) it is not feasible to recycle or compost the material; or (b) less than 75%by weight or volume, as appropriate, of the recyclable or compostable material is recycled or composted or transferred off-site for recycling or composting within a time frame to be determined by the Department. Storage means the temporary containment of solid waste or , compostable or recyclable materials in a manner which does not constitute disposal. Storage Facility means a handling facility where solid waste is temporarily stored in a manner not constituting disposal. Suitable means a determination by the Department that a proposed site meets the Site Suitability Criteria as set forth in 310 CMR 16.00. Transfer Station means a handling facility where solid waste is brought, stored and transferred from one vehicle or container to another vehicle or container for transport off-site to a solid waste treatment, processing or disposal facility. Treatment means the use of any method, technique or process to change the chemical, or biological character or composition of any solid waste; to neutralize such waste; to render such waste safer to transport, store or dispose; or make such waste amenable to recovery, storage or volume reduction. Up arm means: (a) in reference to surface water, the direction perpendicular to lines of equal elevation over a distance in which elevation continuously increases, measured from the point or area in question; or (b) in reference to groundwater, the direction perpendicular to lines of equipotential over a distance in which total head continuously increases, measured from the point or area in question. Vegetative Material means source-separated material which consists solely of vegetative waste such as fruits, vegetables and grains, that is produced from food preparation activities at, but not limited to: grocery stores; fruit or vegetable canning; freezing or preserving operations; and food or beverage processing establishments. Watershed means that area defined by 310 CMR 22.02, Drinking Water. Wood Waste means discarded material consisting of trees, stumps and brush, including but not limited to sawdust, chips, shavings and bark. Wood waste does not include new or used lumber or wood from construction and demolition waste and does not include wood pieces or particles containing or likely to contain asbestos, or chemical preservatives such as creosote or pentachlorophenol, or paints, stains or other coatings. Yard Waste means deciduous and coniferous seasonal deposition (e.g., leaves), grass clippings, weeds, hedge clippings, garden materials and brush. Zone A means that area defined by 310 CMR 22.02, Drinking Water. Zone B means that area defined by 310 CMR 22.02, Drinking Water. Zone C means that area defined by 310 CMR 22.02, Drinking Water. Zone of Contribution means the recharge area that provides water to a well. Zone I means that area defined by 310 CMR 22.02, Drinking Water. Zone 11 means that area defined by 310 CMR 22.02, Drinking Water. f 16.03 Time (1) Computation of Time. Unless otherwise specifically provided by law, 310 CMR 16.00, and any determination issued pursuant to 310 CMR 16.00, any time period prescribed or referred to in 310 CMR 16.00 shall begin with the first day following the act which initiates the running of the time period, and shall include every calendar day, including the last day of the time period so computed. If the last day is a Saturday, Sunday, legal holiday, or any other day in which the Department's offices are closed, the time period shall run until the end of the next business day. If the time period prescribed or referred to is six days or less, only days when the offices of the Department are open shall be included in the computation. (2) Timely Filing. Papers required or permitted to be filed under 310 CMR 16.00, or any provision of the applicable law must be filed at the board of health office or such other place as the board of health, Department or 310 CMR 16.00 shall designate within the time limits for such filings as set by 310 CMR 16.00. Papers filed in the following manner shall be deemed to be filed as set forth herein: (a) hand-delivery during business hours shall be deemed filed on the day delivered; (b) hand-delivered during non-business hours shall be deemed filed on the next regular business day; and (c) mailing by placing in U.S. mail shall be deemed filed on the date so postmarked. (3) All papers shall show the date received by the board of health and the Department, and the board of health and the Department shall cooperate in giving date receipts to Persons filing papers by hand-delivery. 1,6.04: Severability It is hereby declared the provisions of 310 CMR 16.00 are severable, and if any provision hereof or the application thereof to any person or circumstance is held invalid, such invalidity shall not affect I other provisions of 310 CMR 16.00, and the application thereof to persons or circumstances which can be given effect without the invalid provision or application. 16.05: Applicability (1) General. 310 CMR 16.00 shall govern the process of application, review, public hearing and decision for a site assignment to expand a solid waste management facility or establish a new solid waste management facility at an unassigned site. (2) Facilities and Operations to Which 310 CMR 16.00 Does Not Apply. 310 CMR 16.00 does not apply to the following facilities or operations: (a) Hazardous Waste Facilites. Facilities that manage hazardous wastes which are regulated pursuant to 310 CMR 30.000; (b) Waste Water Treatment Residuals Facilities. Facilities which manage waste-water treatment plant residuals subject to the siting process pursuant to M.G.L. c. 83, § 6 and regulated pursuant to 314 CMR 12.00,provided that 310 CMR 16.00 does apply to solid waste management facilities which co-dispose waste-water treatment plant residuals with solid waste; (c) Small Combustion Facilities. Solid waste combustion facilities that are rated by the Department at one ton per hour or less pursuant to M.G.L. c. 111, § 150A; (d) Farming Operations. The use or application of agricultural manures in normal farming operations. (e) Solid Waste Storage Containers. Dumpsters, roll-offs, or other temporary storage containers located at, and used exclusively for the collection of solid waste generated by an apartment house or complex, condominium association, school, recreational areas, industrial or commercial establishment, office, individual residence or farm, construction site or demolition site, other than a CRT Operation; (f) Manufacturing and Industrial Operations. The following classes of manufacturing or industrial operations which temporarily store and/or utilize pre-sorted recyclable materials in the manufacturing or industrial process, including: 1. paper mills, including de-inking plants and paperboard manufacturers; 2. steel mills; 3. aluminum smelting operations and mills; 4. glass manufacturing plants; 5. plastic manufacturing plants; 6. tire re-capping plants; 7. de-tinning plants; 8. asphalt batching plants; (3) Conditionally Exempt Recycling Operations. The following recycling operations or activities do not require a site assignment provided the operation incorporates good management practice, is carried out in a manner . that prevents an unpermitted discharge of pollutants to air, water or other natural resources of the Commonwealth and results in no public nuisance: (a) Recycling Drop-Off Centers. Recycling drop-off centers. (b) Bottle Bill Handling Operations. Operations which collect, store, and process only beverage containers subject to the provisions of M.G.L. c. 94, §§ 321 through 326. (c) Paper Baling and Handling. Baling and handling operations that process only recyclable paper(includes all grades of paper and paperboard). (d) Recycling Operations. Operations processing, transferring or temporarily storing recyclables,but not including operations which recycle construction and demolition debris or special wastes, which comply with the following additional conditions: 1. the operation receives only recyclable material pre-sorted by the original generator; 2. the operation receives no more than 100 tons per day(tpd) of recyclable materials, including incidental solid waste,but not including paper; 3. the operation receives, handles and stores recyclable materials, incidental solid waste and residues only within an enclosed handling area or adequately covered containers or trucks; 4. the amount of residue generated by a processing operation does not average more than 15% of the weight of the rec g � clables Y processed during any quarter. 5. there is no speculative accumulation of any material. For purposes of 310 CMR 16.05, speculative accumulation shall be presumed to occur if materials, whether in their as-received, in- process or processed condition, are stored for more than 90 days from the date of their receipt at the recycling operation. This time limit may be exceeded in the case of storage of a processed material pending accumulation of a transportable load(one full truck load). 6. accurate records are maintained and certified reports are submitted every 90 days for the first year of operation and once a year thereafter which provide information to enable the Department to determine that the operation has complied with the conditions set forth at 310 CMR 16.05(3)(d)1. through 5. (Reports shall be filed with the appropriate Department regional office and with the board of health); and 7. at least 30 days prior to commencement of operations, the operator, on a form as may be supplied by the Department, notifies the Department and the board of health of the intent to operate. (e) Asphalt Pavement,Brick and Concrete Recycling Operations. An asphalt pavement,brick or concrete rubble processing(crushing) operation when: 1. the operation is located at: a. an active quarry or active sand and gravel pit where any asphalt pavement,brick and concrete rubble transported to the site of the operation is pre-sorted so it contains only asphalt pavement,brick or concrete rubble; or b. the site of a demolition/construction project where all the asphalt pavement,brick and concrete rubble processed is generated at the site; 2. the rubble consists solely of asphalt pavement,brick and concrete that is clean and not mixed with or contaminated by any other wastes or debris; 3. the asphalt pavement, brick and concrete rubble is processed so the maximum length of the largest dimension of any piece of rubble is less than six inches; 4. all rebar is removed in the process and is recycled or disposed in an approved facility; 5. there is no speculative accumulation of the asphalt pavement, brick and concrete rubble or rebar prior to or after crushing and accurate records are maintained that are adequate for the Department to determine whether speculative accumulation is occurring; and 6. at least 30 days prior to commencement of operations, the operator notifies the Department and the board of health using a form as may be supplied by the Department. (f) CRT Operations. A CRT Operation,provided that the CRT Operation and its operator comply with the following additional conditions: 1. The CRT Operation and its operator shall collect, store, handle and transport CRTs in a manner that prevents and minimizes breakage, and shall immediately contain all releases resulting from inadvertent breakage of CRTs, clean up any broken material and safely package any broken material in containers resistant to puncture by glass pieces; 2. The CRT Operation and its operator shall store and maintain CRTs segregated from any solid waste;3 3. When shipping a Non-commodity CRT to foreign countries, a CRT Operation and its operator shall meet the requirements at 310 CMR 30.1039; 4. A CRT Operation and its operator shall transfer Non- commodity CRTs only to another CRT Operation, a CRT recycling facility,4 or a permitted hazardous waste treatment, f storage and disposal facility; 5. A CRT Operation and its operator shall label Non-commodity CRTs as follows: "Non-commodity Cathode Ray Tubes" or "Non- commodity CRTs;" 6. A CRT Operation and its operator shall hold a CRT for no longer than one year from its date of receipt. A CRT stored for more than one year shall be presumed to be a Non-commodity CRT. Such presumption may be rebutted if the operator has documentation demonstrating that the CRT is intended to be returned to service as an operable CRT. A CRT Operation and its operator may store CRTs for longer than one year from the date of receipt solely for the purpose of accumulating such quantity of CRTs as is necessary to facilitate proper shipment (e.g. economically viable load), recovery, treatment or disposal. A CRT Operation and its operator bear the burden of demonstrating the need for any such additional period of accumulation. 7. If a CRT Operation accumulates more than 40 tons of Non- commodity CRTs on-site for more than 21 calendar days, then the CRT Operation and its operator shall: a. Notify the Department in writing of their activity within ten days of the first occurrence. Once the threshold is exceeded during a calendar year, an Operation shall retain its regulated status under this provision for the remainder of the calendar year. A CRT Operation who has not already notified the Department of its CRT activities and anticipates accumulating 40 tons or more of Non-commodity CRTs shall send written notification to the Department, before meeting or exceeding the 40 ton/21 day limit; b. Maintain records of incoming and outgoing CRTs, including from where each shipment was received and where each shipment was sent; c. Maintain a system that demonstrates the duration of CRT accumulation; and d. Maintain records for three years. This period shall extend automatically for the duration of any enforcement action. 8. The CRT Operation and its operator allow DEP to enter the facility to conduct inspections. 9. A CRT Operation and its operator that violate any of the above conditions may be subject to enforcement pursuant to 310 CMR 16.05(11). 31n other words, do not put CRTs in a dumpster. 4 CRT recycling facilities include out-of-state smelters and facilities that conduct glass-to-glass recycling. (4) Conditionally Exempt Composting Operations. The following composting operations and activities do not require a site assignment provided the operation incorporates good management practice, is carried out in a manner that prevents an unpermitted discharge of pollutants to air, water or other natural resources of the Commonwealth, and results in no public nuisance: (a) Backyard Composting. Backyard composting. (b) Leaf Composting Operations. Operations which transfer or compost clean leaves and yard waste containing no greater than 25% grass clippings by volume provided that less than 50,000 cubic yards or less than 10,000 tons total are on site at any one time, with a maximum volume per unit area of 5,000 cubic yards per acre, and either: 1. the operation is registered with the Department; or 2. the operation is located within the property boundaries of the site where all the leaf and yard waste is generated; (c) Agricultural Waste Composting. A composting operation for agricultural wastes,when located on a farm engaged in "agriculture" or "farming" as defined in M.G.L. c. 128, § 1A. Such composting operation may, in addition to agricultural wastes, utilize the following compostable materials,provided the operation is registered and complies with policies of the Department of Food and Agriculture: 1. leaf and yard waste; 2. wood wastes; 3. clean newspaper or cardboard; 4. clean, compostable (i.e. thin) shells, and clean bones; 5. non-agricultural sources of manures and animal bedding materials. 6. less than 20 cubic yards or less than ten tons per day of vegetative material; and 7. less than ten cubic yards or less than five tons per day of food material. (d) Composting on Industrial, Commercial or Institutional Sites or Zoos. A composting operation located at an industrial, commercial or institutional site or zoo which composts less than four cubic yards or less than two tons per week of vegetative materials, food materials or animal manures that are generated on-site; and where, at least 30 days prior to commencement of operations, the operator notifies the Department and the board of health, using a form as may be supplied by the Department. (5) Other Conditionally Exempted Operations. The following operations do not require a site assignment or a Solid Waste Management Facility Permit pursuant to 310 CMR 19.000,provided the operation incorporates good management practice, is carried out in a manner that prevents an unpermitted discharge of pollutants to air, water or other natural resources of the Commonwealth and results in no public nuisance: (a) Temporary Storage by Public Works Departments. Dumpsters, roll-offs, or other temporary storage containers or temporary storage areas at a location controlled by a public works department such as a municipal department of public works,the Massachusetts Highway Department,Massachusetts Turnpike Authority, Metropolitan District Commission or similar government agency, when used exclusively for solid waste generated and collected by the public works department and when storage is appropriate for the type of waste (e.g., materials such as trash from roadside trash barrels are stored in dumpsters or roll-offs while materials such as street sweepings may be stored without containers); (b)Hospital and Laboratory Infectious Waste Storage Areas. Hospitals, medical laboratories and biotechnology companies which accept for storage, pending off-site treatment or disposal, infectious waste generated on-site by the hospital,medical laboratory or biotechnology company, or infectious waste generated off-site, provided: 1. the hospital,biotechnology company or laboratory has sufficient properly designed and operated infectious waste storage areas and manages all infectious waste in compliance with the Regulations for Storage and Disposal of Infectious or Physically Dangerous Medical or Biological Waste, State Sanitary Code Chapter VIII, 105 CMR 480.000; and 2. the hospital,biotechnology company or medical laboratory accepts and stores off-site generated infectious waste with on-site generated infectious waste only as follows: a. Hospitals. Collects and stores infectious waste generated off-site from hospitals or clinics which the hospitals owns, or from hospitals, clinics or physicians with whom the hospital has a professional affiliation for the provision of medical services. b. Medical Laboratories. Collects and stores infectious waste generated off-site from laboratories it operates, or generated off-site by customers to whom the laboratory provides laboratory services and only to the extent that the infectious waste collected from such customers and stored does not, on a daily basis, exceed the amount of infectious waste generated on-site from the laboratory's own laboratory activities. c. Biotechnology Companies. Collects and stores infectious waste generated off-site from the company's biotechnology operations conducted at buildings owned or leased by the company. 3. the infectious waste storage area would not otherwise require a site assignment or solid waste management facility permit pursuant to 310 CMR 16.00 and 310 CMR 19.000,respectively. (c) Occasional Solid Waste Vehicle Layover. Sites owned or leased by a solid waste transporter for purposes of truck storage or repair where enclosed trucks, trailers and other solid waste handling and transfer equipment containing loads of solid waste are occasionally stored for overnight or weekend layover prior to transportation to a solid waste management facility,provided: 1. there is no unloading or transfer of the solid waste from the container or vehicle to the ground or to another container or vehicle; and 2. the zoning of the truck storage or repair site would not disallow such an activity or use. (d) Residential Disposal.of Wood Wastes. Disposal of wood wastes at an existing single fainily residence or farm where the wood wastes are generated and disposed within the boundaries of such residence or farm by the occupant or resident of that residence or farm. (i.e., wood wastes generated by a developer while clearing land prior to constructing the residence are not covered by this exemption.) (e) Wood Chipping and Shredding Operations. Wood chipping and wood shredding operations when: 1. only brush, stumps, lumber ends and trimmings, wood pallets, bark, wood chips, shavings, slash and other clean wood, which are not mixed with other solid wastes, are processed; 2. no wood containing or likely to contain asbestos, glues, or chemical preservatives such as creosote,pentachlorophenol, paints, stains or other coatings is processed; 3. there is no speculative accumulation of wood or wood chips prior to or after processing. For purposes of 310 CMR 16.05(e), the accumulation time period that determines if speculative accumulation is occurring shall be 90 days; and 4. at least 30 days prior to commencement of operations, the operator notifies the Department and the board of health, using a form as may supplied by the Department. (f) Occasional Non-commodity CRT Vehicle Layover . Sites owned or leased by transporters of Non-commodity CRTs to hold Non- commodity CRTs prior to transportation to a CRT operation, a CRT recycling facility, or a permitted hazardous waste treatment, storage or disposal facility,provided that Non-commodity CRTs are held in a vehicle at the site for no longer than ten days. (g) Tire Chipping, Shredding or Other Tire Processing Operations. Tire chipping, shredding or other tire processing operations when: 1. only tires or tires with wheel rims attached, which that are not mixed with other solid waste, are processed; 2. the quantity of whole tires on site does not exceed the number of tires that can be processed in a 24 hour period or 1000 tires, whichever is greater; 3. the total quantity of processed tires (tire chips, shreds or other tire derived products) at the site does not exceed 5 times the weight of tires that can be processed in a 24 hour period or the equivalent of 5000 tires, whichever is greater; 4. whole tires or and processed tires are stored in buildings, covered containers or covered to prevent the infiltration of water; 5. whole tires or and processed tires are stored in accordance with 310 CMR 7.00 and local fire department requirements for storing combustible material; 6. there is no speculative accumulation of tires and/or processed tires prior to or after processing. For purposes of 310 CMR 16.05(5)(0 the time period for evaluating if speculative accumulation is occurring shall be 30 days; 7. processed tires are: a. used to make new synthetic polymers ("rubber"); b. used in accordance with a Beneficial Use Determination (310 CMR 19.060) or other approval required by the Department; c. combusted in a facility that is not a solid waste facility in accordance with a specific air quality approval issued under 310 CMR 7.00 that approves the combustion of tires or processed tires as an alternative fuel; or d. handled in a solid waste facility; and 8. at least 30 days prior to commencement of operation, the operator notifies the Department, the Board of Health, and the local fire department using a form as may be supplied by the Department. 5 This provision createsconditionala exemption for locations where transporters handle CRTs. 16.06: Prohibitions No place in any city or town shall be maintained or operated as a site for a facility unless such place has been assigned by the board of health or the Department, whichever is applicable, pursuant to M.G.L. c. 111, § 150A. Any disposal of solid waste at any location not so assigned shall constitute a violation of said statute and of 310 CMR 16.00. �`'��-'�C7��S I- HOUSING LAND TRUST for CAPE COD GROUND LEASE This GROUND LEASE(the"Lease"or this"Lease")is made and entered into as of the 21" day of January,2005,by and between the HOUSING LAND TRUST FOR CAPE COD,Inc. ("HLTCC"),as lessor, and WBC, LLC, a Massachusetts limited liability company("WBC"), as initial Lessee. WHEREAS,HLTCC is organized exclusively for charitable purposes, including: the development and preservation of decent, affordable housing and the creation of homeownership opportunities for low and moderate income people who otherwise would be denied such opportunities because of limited financial resources; and WHEREAS, a goal of HLTCC is to stimulate the acquisition of decent, affordable -4- housing among low and moderate income people by providing access to housing for such persons at affordable prices through the long-term leasing of land under said housing; and WHEREAS,the Leased Premises described in this Lease have been acquired and are being leased by HLTCC in furtherance of these charitable purposes;and C WHEREAS,Lessee shares the purposes and goals of HLTCC and has agreed to enter into this Lease not only to obtain those benefits to which Lessee is entitled under this Lease,but also to further the charitable purposes of HLTCC; and WHEREAS,HLTCC and Lessee recognize the special nature of the terms and conditions 3 of this Lease, and each of them,with the independent and informed advice of legal counsel, freely accepts these terms and conditions, including those terms and conditions that may affect the marketing and resale price of any Improvements on the Leased Premises; and WHEREAS,it is mutually understood and accepted by HLTCC and Lessee that the terms and conditions of this Lease further their shared goals over an extended period of time and through a succession of owners; and WHEREAS,WBC shall construct thirty(30)units of housing on the Premises: and WHEREAS,upon substantial completion of such housing units,WBC shall record with the Barnstable County Registry of Deeds a master deed,which master deed shall submit the Premises to the provisions of M.G.L. ch. 183A,pursuant to which each of the thirty(30)units of housing shall be a unit in The Village at Marstons Mills Leasehold Condominium(the "Condominium"); WHEREAS,upon the recording of the Master Deed(as defined below),WBC will subject its interest as lessee under the Lease to the terms of the Master Deed which will include the creation of an association of unit owners in the Condominium(the"Association')(the term "Lessee"refers to WBC,the Association, and/or a unit owner in,the Association(a"Unit Owner"),their successors and assigns,as applicable and inasmuch as possible indicated throughout this document). Bk 19509 Pg 29 #8125 WHEREAS,the Lessor hereby constitutes and appoints the Lessee,its successors or assigns,its attorney in fact to amend the provisions of Article 14 hereunder and the Ground Lease Rider,as necessary to comply with FNMA requirements. NOW THEREFORE, in consideration of the foregoing recitals,of mutual promises of HLTCC and Lessee, and of other good and valuable consideration,the receipt and sufficiency of which are hereby acknowledged,HLTCC and Lessee agree as follows:. ARTICLE 1: Exhibits Attached and made part of this Lease by reference are the following exhibits: Exhibit A—Ground Lease Rider;Exhibit B,Premises. ARTICLE 2: Demise of Leased Premises 2.1 PREMISES: Subject to and with the benefit of all matters of record as of the date of this Lease,HLTCC, in consideration of the rents reserved and the terms and conditions of this Lease, does hereby demise and leave unto Lessee(WBC), and Lessee does hereby take and hire from HLTCC,the property(referred to in this Lease as the"Leased Premises"or as the "Premises") described in the attached Exhibit B,Premises. Lessee acknowledges and agrees that Lessee is leasing the Premises in their"as is," "where is" condition and with all faults on the date hereof,without representations or warranties, express or implied,in fact or by law,of any kind,and without recourse to HLTCC. HLTCC is not obligated to provide any rental abatements,improvement allowances, or other payments,credits or allowances of any kind with respect to this Lease,except as otherwise expressly set forth herein. HLTCC has furnished to Lessee a copy of the most current, if any,title report previously obtained by HLTCC for the Premises,and Lessee accepts title to the Leased Premises in their condition"as is"as of the execution of this Lease. ARTICLE 3:Duration of Lease 3.1 PRINCIPAL TERM: The initial term of this Lease shall be approximately ninety-nine (99) years,commencing on date hereof,and terminating on the last day of the month in which the ninety-ninth(99th)anniversary hereof occurs,unless terminated sooner or extended as provided below. 3.2 THE ASSOCIATION'S OPTION TO EXTEND: Following the creation of the Condominium,the Association may extend the principal term of this Lease for one (1)additional period of ninety-nine(99)years(the"renewal period"), subject to all of the provisions of this Lease;provided that HLTCC may make changes to the terms of the Lease for the renewal period prior to the beginning of such renewal period but only if these changes do not materially lessen the Association's rights under the Lease. Not more than three hundred sixty five(365)nor less than one hundred eighty(180)days before the last day of the initial term,HLTCC shall give the 2 I Bk 19509 Pg 30 #8125 Association written notice(the"Expiration Notice") stating the date of expiration of the initial term,describing any changes that HLTCC intends to make to the terms of the Lease as permitted above with respect to the renewal period,and reiterating the conditions for renewal as set forth immediately below. The initial term and the renewal term,if duly exercised,are hereinafter collectively referred to as the"Term."The Association's right to exercise the option to extend is subject to the following conditions: (a)within sixty(60)days of receipt ofHLTCC's Expiration Notice,the Association shall give HLTCC written notice("Association's Extension Notice") irrevocably exercising the option to extend;(b)this Lease shall be in effect on the date on the Association's Extension Notice and on the last day of the initial term, and(c)as of the commencement of the renewal term,there shall not then be an Event of Default by the Association under this Lease. When the Association has rightfully exercised the option to extend,each parry shall execute a memorandum, in mutually agreeable recordable form,acknowledging the fact that the option had been exercised and otherwise complying with the requirements of law for an effective memorandum or notice of lease. Prior to the expiration of this lease,the Lessor may obtain three independent real estate appraisals of said parcel and may offer the right to purchase said parcel for the average of the three appraisals to the organization of unit owners. In the event that the organization of unit owners chooses not to purchase such parcel, said organization may negotiate a renewal of said lease for a term of not less than sixty years. 3.3 TRANSFER OF HLTCC'S INTEREST:In the event that ownership of all of the land on which the Leased Premises is located(the"Land")is conveyed or transferred(whether voluntarily or involuntarily)by HLTCC to any other person or entity,this Lease shall not cease, but shall remain binding and unaffected. HLTCC shall not have the right,during the term of this Lease,to convey or transfer less than all of the Land. ARTICLE 4:Use of Leased Premises 4.1 PERMITTED USE: Commencing on the date hereof and until the date on which the improvements described in the Plans(collectively,the"Initial Improvements")are substantially completed and the Condominium Documents(defined in the next paragraph)are recorded(such period of time,the"Construction Period"), WBC shall use the Leased Premises for the construction of the Initial Improvements. Commencing at the conclusion of the Construction Period,and for the balance of the Term hereof(such period of time,the"Condominium Period"),the Association shall use the Leased Premises in accordance with the Condominium Documents(hereinafter defined). Not later than the date which is one(1)year after the date hereof which date may be extended in the sole and absolute discretion of HLTCC in the event of construction delays,time being of the essence, WBC shall(1)execute the condominium Master Deed(the"Master Deed"),and condominium Declaration of Trust(the"Declaration of Trust";the Master Deed and the Declaration of Trust are hereinafter collectively referred to as the"Condominium Documents"), pursuant to which the Condominium shall be established pursuant to MGL Chapter 183A; and 3 " Bk 19509 Pg 31 #8125 (2)record the Master Deed with the Barnstable County Registry of Deeds.. HLTCC has reviewed the Condominium Documents and shall have the right to review and approve the final form, provided that HLTCC's final approval is not unreasonably withheld, conditioned or delayed. In addition,use of the Leased Premises shall be further limited by the restrictions set forth in the "HLTCC Code of Environmental Practices." HLTCC hereby consents pursuant to M.G.L. Chapter 183A, Section 8A to the recording of the Master Deed. 4.2 RESPONSIBLE USE AND COMPLIANCE WITH LAW: The Leased Premises shall be used in a manner so as not to cause actual harm to others or create any nuisances,public or private; and so as not to affect the insurability of the Leased Premises or Improvements,as required in Article 9.4 of this Lease, and shall dispose of any and all waste in a safe and sanitary manner. Lessee shall maintain or cause to be maintained the Leased Premises and Improvements in good, safe,and habitable condition in all respects except for normal wear and tear,and in full compliance with all Applicable Laws(hereinafter defined)and regulations of any governmental authority with jurisdiction over matters concerning the condition of the Leased Premises and Improvements. 4.3 INSPECTION: HLTCC may inspect the Leased Premises,the Common Areas(as defined in the Condominium Documents)and the exterior of the Improvements at any reasonable time and in any reasonable manner,upon at least forty-eight(48)hours' oral notice to Lessee (Association.). In the event an emergency has arisen in HLTCC's sole judgment,HLTCC may inspect the Leased Premises,the Common Areas (as defined in the Condominium Documents) and the exterior of the Improvements without notice,provided HLTCC shall have made reasonable efforts to alert Lessee to the inspection. 4.4 LESSEE'S RIGHT TO PEACEFUL ENJOYMENT: Subject to the terms and conditions of this Lease and matters of record as of the date hereof and Permitted Encumbrances (hereinafter defined),HLTCC covenants and agrees with Lessee (Association and Unit Owners))that upon Lessee paying the Rent and performing and fulfilling all covenants, agreements and conditions herein,Lessee shall and may,at all times during the Term peaceably and quietly have,hold and enjoy the Premises and all rights,appurtenances and privileges belonging or in any way appertaining thereto without hindrance or molestation by anyone claiming by,through or under HLTCC. 4.5 ENCUMBRANCES: Except as otherwise set forth herein,HLTCC covenants that it will not encumber or lien the title of the Premises or cause or permit said title to be encumbered or liened in any manner whatsoever without Lessee's prior written consent,which consent may be withheld in.Lessee's sole discretion;provided,however,that the foregoing shall not prohibit any encumbrance arising as a result of Lessee's default hereunder. Lessee,at its sole cost and expense,shall at all times promptly and faithfully abide by,discharge and perform all of the covenants,restrictions, conditions and agreements contained in easements,declarations, licenses and other.agreements(including without limitation that certain Comprehensive Permit recorded 4 Bk 19509 Pg 32 #8125 with the Barnstable County Registry of Deeds in Book 19256,Page 298 (the"Comprehensive Permit"); a modification to the permit dated July 21,2004 recorded at the Registry in Book 19256,Page 318; a second modification to the permit dated'October 6,2004 recorded at the Registry in Book 19256,Page 321; and a third modification to the permit dated December 7, 2004 recorded at the Registry in Book 19407,Page 310;and that certain Agreement between HLTCC,the Town of Barnstable and the Town of Barnstable School Committee for the Upgrade,Expansion and Operation of the Horace Mann Charter School Wastewater Treatment Facility dated March 16,2004) ("Sewer Agreement")affecting the Premises currently of record or as may hereafter be agreed to in writing by Lessee or arising as a result of Lessee's default hereunder;and all Regulatory Agreements,Monitoring Agreements;and Affordable Housing Restrictions or Deed Riders to be recorded in connection with the sale of Affordable Units in the Condominium(collectively,"Permitted Encumbrances")on the part of the owner or the occupier to be kept and performed thereunder. HLTCC shall, at Lessee's request,reasonably cooperate with Lessee,at Lessee's expense,in connection with any Permitted Encumbrances. Lessee(Association and Unit Owners))shall not alter,modify,amend or terminate any encumbrance,give any consent or approval thereunder,or enter into any new encumbrance without, in each case,the prior written consent of HLTCC,other than Permitted Mortgages under Articles 13 and 14 of this Lease. The parties acknowledge that the Leased Premises shall not be connected to the Horace Mann Wastewater Treatment Facility until such time as the Lessee makes full payment to the Town of Barnstable of the monies owed to the Town under the.Sewer Agreement referenced herein. ARTICLE 5: Base Rent 5.1 LEASE FEE: Beginning on the first day of the Condominium Period,in consideration of the possession,continued use and occupancy of the Leased Premises,the Association shall pay to HLTCC base rent(the`Base Rent")of Seven Thousand.Two Hundred($7,200.00)per year, payable in equal monthly installments of Six Hundred Dollars($600.00), subject to adjustment as set forth herein. 5.2 PAYMENT OF RENT:The Base Rent shall be payable to HLTCC,at the address specified in this Lease as HLTCC's address, or to such other address as HLTCC may direct, on the first day . of each month for as long as this Lease remains in effect. If the Lease commences or is terminated on a day other than the first of the month,a pro-rata portion of the Base Rent shall be paid for the portion of the month within the Term. 5.3 ADJUSTMENTS TO BASE RENT: In order to keep the Base Rent reasonably current,the amount specified in Section 5.1 shall be recalculated every fifth year during the Term of the Lease. At such intervals,the amount shall be recalculated,adjusting the Base Rent upward or downward at the same rate as the annual increase or decrease during those years in the Median Income for Barnstable County,as published by.the U.S.Department of Housing and Urban Development, or its successor. HLTCC shall notify Lessee(Association)promptly upon recalculation of the new Base Rent amount,and if Lessee does not state objections to the recalculated amount within thirty(30)days after receipt of such notice,the Base Rent shall then be as stated by HLTCC in such notice. If Lessee does state objections to the recalculated Base 5 i r Bk 19509 Pg 33 #8125 Rent,and HLTCC and Association are then unable to agree on a recalculated Base Rent within fifteen(15)days of HLTCC's receipt of the Association's objection,the dispute shall be resolved according to the arbitration process set forth in Article 11 below,except that the arbitrators chosen by each party shall be ones with experience in the valuation of real estate. Upon the final determination of the recalculated Base Rent in accordance with the terms of this section,HLTCC shall maintain.a file setting forth the amount of such recalculated Base Rent and the process by which it was determined. 5.4 UNIT OWNERS SHARE OF BASE RENT: The Association shall.separately account for the Base Rent hereunder in the creation of its annual budget for the Condominium. The Association shall communicate to Unit Owners,at least annually, designating for each Unit Owner,the Unit Owner's pro rata share of Base Rent. ARTICLE 6: Taxes and Assessments 6.1 TAXES AND ASSESSMENTS:Lessee(Association) shall be responsible for payment of all taxes, or payments in lieu thereof,and government assessments that relate to the Improvements and the Leased Premises. In the case of any special or betterment assessment,HLTCC shall,at Lessee's request, elect to have such assessment paid in installments over the longest period permitted by law. All payments under this Section 6.1 shall be made not less than five(5) business days prior to the last date on which the same may be paid without interest or penalty. Lessee(Association)shall also pay, or shall cause to be paid,directly to the supplier thereof, when due,all service bills,utilities charges(including without limitation all charges for water, gas, sewer, (except electricity,light,heat or power and telephone which are billed directly to Unit Owners electing to hire such services from appropriate vendors)),or governmental assessments charged against,rendered or furnished to,and/or consumed in the Leased Premises and the Improvements,including,but not limited to any payments-due under the Sewer Agreement. Lessee shall not contract for any services or utilities in HLTCC's name. 6.2 TAXES ON LEASED PREMISES: WBC shall use reasonable efforts to have all tax bills in the name of Lessee during the Construction Period, and the Association shall use reasonable efforts to have all tax bills in the name of each unit owner during the Condominium Period. In the event that the local taxing authority bills HLTCC for the taxes on the Leased Premises, HLTCC shall promptly deliver a copy of such tax bill(s)to Lessee(Association), and Lessee shall promptly pay this bill. 6.3 LESSEE'S RIGHT TO CONTEST: If Lessee(or, during the Condominium Period,any unit owner)shall deem itself aggrieved by any tax and shall elect to contest the payment thereof, Lessee may make such payment under protest or, if postponement of such payment will not jeopardize HLTCC's title to the Premises,or subject HLTCC to the risk of any criminal liability or civil liability or penalty,Lessee shall have the right to contest the amount or validity of any taxes relating to the Improvements and Leased Premises. HLTCC shall,upon written request by Lessee,join in any such proceedings if Lessee reasonably determines that it is necessary or convenient for HLTCC to do so.All costs and expenses of such proceedings shall be paid by � 6 Bk 19509 Pg 34 #8125 Lessee. Provided Lessee has paid the same,Lessee may recover,receive and retain for its own benefit all abatements and refunds of such taxes. Lessee agrees to defend,indemnify and save HLTCC harmless from and against any and all losses, suits,demands,claims,penalties, judgments,causes of action, liabilities,costs and expenses(collectively,"Claims")incurred on account of Lessee's participation in such proceedings or as a result of Lessee's failure to pay taxes and other related charges with respect to the Premises and/or the Improvements. Nothing contained in this Lease shall,however,require Lessee to pay any franchise,corporate, estate,inheritance, succession,capital levy or transfer tax of HLTCC,or any income,profits or revenge tax or charge upon the rent payable by Lessee under this Lease. 6.4 PAYMENTS IN EVENT OF DELINQUENCY: In the event that Lessee(Association and/or Unit Owner)fails to pay the taxes or other charges as and when required by Section 6.1 above, HLTCC may increase, but shall not be obligated to increase, Lessee's Base Rent in an amount that will offset the cost of any delinquent and current taxes or other charges relating to the Improvements and Leased Premises.Upon collecting any such amount,HLTCC shall pay the amount collected to the taxing authority in a timely manner or reimburse itself for any payments made by it on Lessee's behalf. 6.5 PROOF OF COMPLIANCE: Concurrently with the payment of any taxes,assessments,and charges required or permitted by the provisions of this Lease, Lessee shall furnish evidence satisfactory to HLTCC documenting the payment. A photocopy of a paid receipt for such charges showing payment prior to the due date shall be the usual method of furnishing such evidence. ARTICLE 7: Improvements 7.1 OWNERSHIP: It is agreed that all buildings, structures,fixtures;and other improvements purchmed by Lessee or constructed or placed by Lessee on any part of the Leased Premises at any time during the Term of this Lease(the"Improvements")shall be property of Lessee, notwithstanding their affixation to,annexation to, or incorporation into the Premises,until the termination of this Lease,at which time title to any Improvements as belong to Lessee shall vest - in HLTCC in accordance with Section 7.6 below. Lessee shall not sever or move the Improvements from the Land. 7.2 PURCHASE OF IMPROVEMENTS BY LESSEE: Lessee is simultaneously leasing the land and purchasing the Improvements now located on the Leased Premises,if any. 7.3 CONSTRUCTION AND ALTERATION: In connection with the permitted use, WBC shall construct the Initial Improvements and thereafter(until discharge of all contractual arrangements with HLTCC)shall make,or cause to be made, such other repairs,renovations and betterments to the Premises as may be necessary to maintain the same in good order,condition and repair or as it may desire,provided that such renovations and betterments do not affect the number of units, 7 Bk 19509 Pg 35 #8125 all at its sole cost and expense,in a good and workmanlike manner,with new first-class materials and equipment, and in conformity with all Applicable Laws. Following completion of the Initial Improvements and creation of the Condominium,any construction in connection with an existing or new Improvement is subject to the following conditions: (a) all costs shall be borne and paid for by.the Association or,with the approval of the Association,by Unit Owner; (b)all construction shall be performed in a workerlike manner and shall comply with all Applicable Laws; (c)all construction shall be consistent'with the permitted uses set forth in Article 4; (d)the exterior(including the height)of such Improvements shall not be increased or expanded nor shall new Improvements(other than the Initial Improvements)be constructed without the prior written consent of HLTCC,which may be withheld in HLTCC's sole discretion unless such expansions or new Improvements are required by Applicable Laws; (e)HLTCC shall be furnished with a written description and detailed drawings or plans for such construction simultaneously with the request for such consent;and (f) a copy of all building permits for any construction shall be delivered to HLTCC prior to commencing construction. 7.4 PROHIBITION OF LIENS: No lien for services,labor or materials resulting from construction on the Premises shall attach to HLTCC's title to the Land or to HLTCC's interest in the Leased Premises or to any other property owned by HLTCC. WBC shall not permit any statutory or similar lien to be filed against the Premises,the Improvements, or any interest of HLTCC or WBC which remains more than sixty(60)days after it has been filed. Lessee shall cause any such lien to be discharged of record by payment, deposit,bond,order of a court of competent jurisdiction or as otherwise permitted by law. If Lessee fails to cause such lien to be discharged within the sixty-day period,then,in addition to any other right or remedy, HLTCC may,but shall not be obligated to,discharge the lien by paying the amount in question. Lessee may,at Lessee's expense,contest the validity of any such asserted lien,provided WBC has furnished a bond in an amount sufficient to release the Leased Premises from such lien and provided further that such contest shall not subject HLTCC to the risk of any criminal liability or civil penalty. Upon the termination after final appeal of any proceeding relating to any amount contested by Lessee pursuant to this Section 7.4. Lessee shall promptly pay any amount determined in such proceeding to be due,and in the event Lessee fails to make such payment, HLTCC may,but shall not be obligated to,pay the amount in question. Any amounts paid by HLTCC pursuant to this Section 7.4 shall be deemed to be an additional rent payable by Lessee upon demand. Nothing contained in this Lease shall be construed as constituting the consent or request of HLTCC,expressed or implied,to or for the performance of any labor or services or the furnishing of any materials for construction,alteration,addition,repair or demolition of or to the Premises or of any part thereof. Notice is hereby given that HLTCC will not be liable for any labor, services,or materials furnished or to be furnished to WBC,or to anyone holding the Premises or any part thereof through or under WBC,and that no mechanic's or other liens for any such labor, services or materials shall attach to or affect the interest of HLTCC in and to the Premises 8 r Bk 19509 Pg 36 #8125 7.5 MAINTENANCE AND SERVICES DURING CONDOMINIUM PERIOD: Lessee Association)shall,at Lessee's sole expense,maintain or cause to be maintained the Leased Premises and all Improvements as required by Section 4.1 and Section 4.2 above. HLTCC shall not be required to furnish any services or facilities, including but not limited to heat, electricity, air conditioning,waste removal, snow removal, or to make any repairs to the Leased Premises or Improvements, and Lessee hereby assumes the sole responsibility for furnishing all services or facilities. 7.6 DISPOSITION OF IMPROVEMENTS UPON EXPIRATION OF LEASE TERM: Upon the expiration of the Term of this Lease as it may be extended or sooner terminated in accordance with this Lease,Lessee shall surrender the Improvements together with the Leased Premises to HLTCC,free of all liens and encumbrances(other than encumbrances of record as of the date hereof and other encumbrances approved by HLTCC in writing) and in good order, condition and repair., subject only to reasonable wear and tear. Ownership of the Improvements shall thereupon vest in HLTCC. ARTICLE 8: Liability,Insurance,Damage and Destruction,Eminent Domain 8.1 LESSEE'S LIABILITY: Lessee(WBC during construction period and Association henceforth)assumes sole responsibility and liability to all persons and authorities related to its possession,occupancy and use of the Leased Premises. 8.2 INDEMNIFICATION OF HLTCC: Lessee shall defend,indemnify and hold HLTCC harmless from and against any and all Claims(including,without limitation,remediation costs, environmental assessment costs,governmental compliance costs,and reasonable expert's and attorney's fees and expenses),known or unknown, foreseen or unforeseen, which may at any time be imposed upon, incurred by, or asserted or awarded against HLTCC, its employees, agents,officers,shareholders,directors or other persons serving in an advisory capacity to any of them(such as monitoring committee members)or against the Improvements or the Premises or any portion thereof, arising from(i)any injury to or death of or claim of injury to or death of any person or any damage to or loss of or claim of damage to or loss of property at, in, on or about the Improvements or the Premises or on adjoining sidewalks, streets or ways during the Term, except to the extent caused by or resulting from the gross negligence or willful misconduct of HLTCC and/or HLTCC's agents and employees; (ii)violation of any agreement or condition of this Lease by Lessee; (iii)violation by Lessee of any contract or agreement to which Lessee is a party;(iv)violation by Lessee and/or its employees, agents, or contractors(collectively with Lessee,the"Lessee Parties")of any federal,state or local by-law,order,restriction, statute, law, ordinance,rule or regulation,including without limitation the Comprehensive Permit and Environmental Laws (hereinafter defined) (collectively, "Applicable Laws"), in each case affecting the Premises or the Improvements or any part thereof or the ownership,.occupancy or use thereof from and after the date hereof;(v)the negligence or willful misconduct of any of Lessee Parties; and(vi) on account of or based upon any work or thing whatsoever done in, on, at or about the Premises during the Term. Lessee shall give HLTCC prompt and timely notice of any claim made or suit instituted against it or any other party of which it has knowledge,relating to any.natter which in any way may result in indemnification pursuant to this Section 8.2. The 9 f - Bk 19509 Pg 37 #8125 obligations of Lessee under this Section 8.2 shall survive the expiration or any earlier termination of this Lease. 8.3 PAYMENT BY HLTCC: In the event HLTCC shall be required to pay any sum that is Lessee's responsibility or liability,Lessee shall reimburse HLTCC for such payment and for reasonable expenses caused thereby as additional rent. 8A INSURANCE: Lessee(WBC/Association) shall carry such insurance as may be required by any Permitted Mortgagee,which is defined in Article 13 and Article 14 hereunder,and Unit Owners shall carry homeowner's insurance covering their furnishings and personal property/possessions. Lessee shall, at Lessee's sole expense,maintain continuously in effect liability insurance covering the Leased Premises and Improvements in the amounts of not less than One Million . dollars($ 1,000,000.00)for injury to or death of any one person;and Two Million dollars($ 2,000,000.00)for injury to or death of any number of persons in one occurrence; and One Million dollars($1,000,000.00)for property damage. The dollar amounts of this coverage shall be adjusted at two-year intervals, beginning on the date this Lease is signed, or upon HLTCC's demand given not more often than annually,upon thirty(30) days' written notice to Lessee,to reflect changes in amounts of such insurance carried by prudent owners of comparable properties in the vicinity of the Premises or to reflect the requirements of Permitted Mortgagees. Such insurance shall specifically insure Lessee against all liability assumed under this Lease,as well as all liability imposed by law,and shall also insure HLTCC as an additional insured so as to create the same liability on the part of insurer as though separate policies had been written for HLTCC and Lessee. Lessee shall also carry: (i)workers' compensation insurance required by law in respect of any work performed by Lessee's employees on or about the Premises and the Improvements; (ii)fire and extended coverage insurance and additional"all-risk"insurance(including earthquake coverage written on a full replacement cost basis)in amounts sufficient to comply with any co-insurance clause applicable to the location and character of the Improvements and in any event in amounts not less than one hundred percent(100%)of the then repair and replacement cost thereof,with reasonable deductibles, and with a joint loss agreement if a separate boiler and machinery policy is secured with a separate carrier pursuant to clause(iii)below. Replacement cost values should be determined annually by a method acceptable to the insurance company providing coverage,provided that independent appraisals are conducted at least every .five(5)years by an appraiser to be mutually agreed upon by HLTCC and Lessee. .The overall property limit at the outset should include coverage for increased cost of construction,demolition and contingent liability from operation of building laws. Subject to the rights of Permitted Mortgagees, 10 Bk 19509 Pg 38 #8125 such insurance shall have attached thereto a clause making the loss payable to Lessee and HLTCC, as their respective interests may appear; (iii)to the extent not:covered by all-risk property insurance,broad"comprehensive" form coverage of all boilers or other pressure vessels used on the Premises,equipment,and machinery,apparatus and appurtenant equipment. This coverage,if applicable, should be provided on a replacement cost basis or such other amount as may be satisfactory to HLTCC and the Lessee based on other justifiable means acceptable to HLTCC(e.g., insurer's maximum foreseeable loss estimate)and the Lessee.A joint loss agreement should be provided if the boiler and machinery policy is issued by a carrier different than that issuing the property policy; (iv)flood insurance if at any time the Premises are located in any federally designated "special hazard area"(including any area having special flood,mudslide and/or flood- related erosion hazards,and shown on a Flood Hazard Boundary-map or a Flood Insurance Rate Map published by the Federal Emergency Management Agency as Zone A,A0,Al-30,AE,A99,AH,V0,V1-30,VE, V,M or E) in an amount equal to the full replacement cost or the maximum amount then available under the National Flood Insurance Program; and (v)during any construction periods,including without limitation the Construction Period, builder's risk coverage in amounts appropriate for the construction work undertaken. Lessee shall provide HLTCC with copies of all policies and renewals of policies. All policies shall also contain endorsements providing that they shall not be cancelled,reduced in amount or coverage or otherwise modif ed by the insurance carrier involved without at least thirty(30) days' prior written notice to HLTCC. HLTCC shall be entitled to participate in the settlement or adjustment of any losses covered by such policies of insurance. Lessee shall require any contractor(or subcontractor thereof) or professional to carry commercial general liability,workers compensation insurance with the scope of coverage and other provisions as described above. Such general liability coverages shall include Lessee and HLTCC as additional insureds. Lessee shall obtain and keep on file manuscript certificates of insurance which show that the contractor or subcontractor is so insured,and shall deliver copies thereof to HLTCC upon HLTCC's request. Lessee shall require any architect,engineer,or other person or entity providing professional services to Lessee and/or employed in connection with the construction,renovation and/or rehabilitation of the Premises and the Improvements,to carry professional liability(errors and omissions)insurance in an amount not less than(a) $1,000,000,and(b)following final completion of construction, such amount as HLTCC may reasonably require after consultation with Lessee,taking into account the cost of the Improvements being constructed at the Premises. Lessee shall obtain and keep on file manuscript certificates of insurance which show that the 11 Bk 19509 Pg 39 #8125 architect,engineer or other such professional is so insured,and shall deliver copies thereof to HLTCC upon HLTCC's request. Insurance maintained by Lessee shall be(1)by standard policies,obtained from financially sound and responsible insurance companies authorized to do business in Massachusetts; (2)be written to become effective at the time Lessee becomes subject to the risk or hazard covered thereby, and shall be continued in full force and effect for such period as Lessee is subject to such risk or hazard; and(3)provide for waiver of subrogation and payment of losses to Lessee and HLTCC, respectively,notwithstanding any act of negligence of Lessee or HLTCC. In addition to notifying its insurer(s)in accordance with each policy,Lessee shall provide prompt written notice to HLTCC as soon as reasonably possible of any accident or loss relating to the Premises likely to exceed$25,000. HLTCC and Lessee each hereby waives on behalf of itself and its property insurers(none of which shall ever be assigned any such claim or be entitled thereto due to subrogation or otherwise)any and all rights of recovery, claim,action,or cause of action against the other and its agents, officers, servants,partners, shareholders,or employees(collectively,the"Released Parties")for any loss or damage that may occur to or within the Premises or the Improvements, or any personal property of such party therein which is insured against under any property insurance policy actually being maintained by the waiving party from time to time, even if not required hereunder,or which would be insured against under the terms of any insurance policy required to be carried or maintained hereunder,whether or not such insurance coverage is aotually being maintained,including,in every instance;such loss or damage that may be caused by the negligence of the other party hereto and/or its Released Parties. HLTCC and Lessee each agrees to cause appropriate clauses to be included in its property insurance policies necessary to implement the foregoing provisions. 8.5 DAMAGE OR DESTRUCTION: Except as provided below,in the event of fire or other casualty or damage to the Improvements not exceeding ten(10%)percent of the condominium value prior to casualty, in accordance with the Declaration of Trust, Section 5.7,Rebuilding, Restoration and Condemnation,paragraph A,the Lessee(Association or in the event of minor damage to a property interior, Unit Owners)shall take all steps necessary to ensure the repair of such damage and the restoration of the Improvements to their condition immediately prior to the damage.All such repairs and restoration shall be completed as promptly as possible. Said Lessee shall also promptly take all steps necessary to ensure that the Leased Premises are safe and that the damaged Improvements do not constitute a danger to persons or property. In the event of said partial casualty or condemnation,HLTCC shall not terminate the lease. If said casualty loss exceeds ten per cent of the value of the condominium prior to the casualty and if seventy-five (75%) percent of the unit owners do not agree within one hundred and twenty days after the date of the casualty to proceed with repair or restoration, the condominium, including all units, shall be subject to partition at the suit of any unit owner. Such suit shall be subject to dismissal at any time prior to entry of an order to sell if an appropriate 12 Bk 19509 Pg 40 #8125 agreement to rebuild is filed. The net proceeds of a partition sale together with any common funds shall be divided in proportion to the unit owners' respective undivided ownership in the common areas and facilities. Upon such sale, the condominium shall be deemed removed from the provisions of this chapter. The Lessee may terminate this Lease by written notice to HLTCC given not later than sixty (60) days after the event that caused the said damage. However, such termination shall not be effective until seventy-five(75)days after the date upon which the notice is received by HLTCC. Subject to the terms and requirements of the Comprehensive Permit, if seventy-five per cent of the unit owners agree to proceed with the necessary repair or restoration, the cost of the rebuilding of the condominium, in excess of any available common funds, including the proceeds of any insurance, shall be a common expense, provided, however, that if such excess cost exceeds ten per cent of the value of the condominium prior to the casualty, any unit owner who did not so agree may apply to the superior court of the county in which the condominium is located on such notice to the organization of unit owners as the court shall direct, for an order directing the purchase of his unit by the organization of unit owners at the fair market value thereof as approved by the court. 8.6 EMINENT DOMAIN AND PUBLIC DEDICATION: In the event of a taking of the Leased Premises, either in its entirety or to such extent that the Improvements are lost or damaged beyond repair,by reason of eminent domain or other action of public authority prior to.the expiration of this Lease,the Lease shall terminate as of the date Lessee is required to give up possession of the Leased Premises or Improvements, and the entire amount of any award(s)paid shall be allocated first to Permitted Mortgagees and then to the Unit Owners and the Lessor in proportion to the fair market value of their interests. In the event of a taking of a portion of the Leased Premises that does not result in damage to the Improvements or substantial reduction in the usefulness or desirability of the Improvements for residential purposes,then any monetary compensation for such taking shall be allocated entirely to HLTCC. In the event of a taking of a,portion of the Leased Premises that results in damage to the Improvements only to such an extent that the Improvements can reasonably be restored to a residential use consistent with this Lease,HLTCC shall allocate some or all of the monetary compensation to the extent necessary to enable Lessee to accomplish such a restoration. Any balance remaining after or in the absence of such allocation shall be allocated as provided above for a taking of the entire Leased Premises. Any and all proceedings brought by a party in connection with any.damages as a result of any. taking referred to in this Section shall be conducted at the sole expense of such party. If any provision of law requires that such proceedings be brought by or in the name of any owner or lessee of the premises,such party shall join in such proceedings or permit the same to be brought in its name. Each party agrees to do all acts and to execute all documents that may be required to enable the other to maintain such proceedings. If the party required to join in the proceedings 13 i i Bk 19509 Pg 41 #8125 incurs any cost or expense in doing so, such party shall be entitled to reasonable reimbursement, and this entitlement shall constitute a first charge against any award. 8.7 REASSESSMENT OF RENTAL VALUE: In the event of any taking that reduces the size of the Leased Premises,but does not result in the termination of the Lease,HLTCC shall reassess the fair rental value of the remaining Premises, and shall adjust the Base Rent if necessary to assure that the monthly fee does not exceed the monthly fair rental value of the premises for use as restricted by the Lease. 8.8 HAZARDOUS MATERIALS:Except for standard office supplies and cleaning materials stored in compliance with Environmental Laws(hereinafter defined)and in proper containers, Lessee shall not,without the prior written consent of HLTCC,which may be withheld in HLTCC's sole discretion,bring or permit to be brought or kept in or on the Premises(i)any inflammable, combustible or explosive fluid,material, chemical or substance;or(ii)any hazardous,radioactive or toxic substance,material or waste or petroleum derivative which is or becomes regulated by any Environmental Law("Hazardous Material") . The term"Hazardous Material"includes,without limitation,any material or substance which is (i)designated as a "hazardous substance"pursuant to Section 1311 of the Federal Water Pollution Control Act(33 U.S.C. Section.1317),(ii)defined as a"hazardous waste"pursuant to Section 1004 of the Federal Resource Conservation and Recovery Act,42 U.S.C. Section 6901 et seq. (42 U.S.C. Section 6903),or(iii)defined as a"hazardous substance"pursuant to Section 101 of the Comprehensive Environmental Response,Compensation and Liability Act,42 U.S.C. Section 9601 et seq. (42 U.S.C. Section 9601),or(iv)defined as"hazardous substance"or"oil"under Chapter 2 1 E of the General Laws of Massachusetts. Lessee, at its sole cost and expense, shall comply with(i)all laws, statutes, ordinances,rules and regulations of any local,state or federal governmental authority having jurisdiction concerning environmental,health and safety matters, including,without limitation,the laws listed in this Section 8.9 above(collectively,"Environmental Laws"),including but not limited to any discharge by any of Lessee Parties into the air,surface,water, sewers,soil or groundwater of any Hazardous Material,whether within or outside the Premises, and(ii)any rules,requirements and safety procedures of the Massachusetts Department of Environmental Protection and any insurer of the Building or the Premises with respect to Lessee's use, storage and disposal of any Hazardous Materials. In the event of a release or threat of release on the Premises of any Hazardous Material,Lessee shall promptly notify HLTCC. Lessee shall also promptly notify the Massachusetts Department of Environmental Protection,to the extent required by the notification requirements as set forth in the Massachusetts Contingency Plan, 310 C.M.R. 40,et. seq. or successor law or regulation.. In the event of a release in,on,at or about the Premises of oil or Hazardous Material(s)which is not due to the act or,where there is a duty to act hereunder or at law, omission,of HLTCC or HLTCC's employees or agents,Lessee shall be responsible for containment and removal as required by Environmental Laws.Notwithstanding the foregoing,if HLTCC determines,in its reasonable judgment,that Lessee has failed to diligently perform such containment and removal 14 I Bk 19509 Pg 42 #8125 as may be required by Environmental Laws,HLTCC shall deliver written notice to Lessee alleging such failure. If Lessee fails to diligently perform such containment and removal as may be required by Environmental Laws after receipt of such written notice from HLTCC,HLTCC shall have the right, subject to Section 13 hereof,to provide for containment and removal of the Hazardous Material(s), in which event,HLTCC shall be reimbursed by Lessee within thirty(30) calendar days of demand for all costs and-expenses incurred, including without limitation reasonable attorneys'fees. Lessee acknowledges and agrees that it has been given the opportunity to perform any such testing, assessment and/or analysis with respect to environmental condition in, on,at or about the Premises, including without limitation conditions on,under and in the buildings located on the Premises and subsurface conditions,including without limitation soil and groundwater conditions at and in the vicinity of the Premises,and to perform such other environmental due diligence as Lessee deemed necessary and/or appropriate prior to executing this Lease. Lessee hereby releases HLTCC from any Claims Lessee may have against HLTCC pursuant to Massachusetts General Laws Chapter 21 E("Chanter 21E")and/or the Massachusetts Contingency Plan, 310 C.M.R.40.0000 et. seq. (the"MCP")related to Releases(as that term is deemed in the MCP)at the Premises except for any Releases, if any, occurring prior to the date of this Lease. Lessee hereby acknowledges and agrees that HLTCC shall not be held responsible for carrying out,in accordance with the requirements of Chapter 2 1 E and the MCP, any remediation required pursuant to Chapter 2.1E and/or the MCP at the Premises in furtherance of Lessee's redevelopment plans for the Premises. To the extent that any remediation is required,Lessee hereby acknowledges and agrees that Lessee shall hold HLTCC harmless from and against any and all claims related thereto.Notwithstanding anything to the contrary,Lessee does not release or hold HLTCC harmless with respect to any.third-party claims related to environmental conditions in the buildings and/or on,under or over any portion of the Premises that arise out of alleged harm or damage occurring prior to the date hereof. ARTICLE 9: ASSIGNMENT AND SUBLEASE Except as otherwise provided in this Article 9 and Articles 13 and 14,Lessee and the Lessee's successors or assigns, shall not assign, sublease, sell or otherwise convey any rights under this Lease without the prior written.consent of HLTCC. The HLTCC shall have broad and full discretion to withhold such consent in order to further the purposes and goals set forth in this Lease. If permission is granted,any assignment or sublease shall be subject to all of the terms of this Lease.The Market Units,as defined in the Comprehensive Permit and subsequent modifications, are not subject to assignment or sublease restriction contained in this Article 9, except that any assignment or sublease shall be subject to all of the terms of this Lease.It is understood by the parties that the sale of each unit being created by the Master Deed pursuant hereto includes with it an assignment by the seller(initially WBC and thereafter a unit owner)of a fractional interest in this lease equal to the percentage of common area ownership that such unit has under the Master Deed of the Village at Marstons Mills Leasehold Condominium(to be hereinafter created),and that such conveyance of each unit by Deed,with any associated Deed Rider or Affordable Housing Restriction in the case of Affordable Units,and such assignment of an interest in this Lease,are permitted by Lessor as long as such sale complies with this lease and 15 Bk 19509 Pg 43 #8125 the Comprehensive Permit,and that a mortgage of such fractional interest is permitted by Lessor to a Permitted Mortgagee. ARTICLE 10: DEFAULT 10.1 MONETARY DEFAULT BY LESSEE(Association and/or Unit Owner): It shall be an Event of Default if Lessee fails to pay the'Base Rent or other charges required by the terms of this Lease and such failure is not cured by Lessee within thirty(30)days after notice of such failure is given by Lessor to Lessee,with a copy to the holder of each Permitted Mortgage. 10.2 NON-MONETARY DEFAULT BY LESSEE: (a)It shall be an Event of Default if Lessee fails to abide by any Applicable Laws,and such failure poses an imminent risk to HLTCC's title to the Premises,and Lessee fails to cure such default within the time period provided in such Applicable Laws. (b) It shall be an Event of Default if Lessee fails to abide by any other material term or condition in this Lease, and such failure is not cured by Lessee within sixty(60)days after notice of such failure is given to Lessee. However, in the case where Lessee has commenced to cure such default within such sixty(60)day period and is continuing such cure with all due diligence but cannot by the exercise of due diligence cure such default within such period, such period shall be extended for such additional period as may be reasonably required under the circumstances to complete such cure. 10.3 DEFAULT BY LESSEE RESULTING FROM JUDICIAL PROCESS: It shall be an Event of Default if the estate hereby created is taken on execution or by other process of law,or if Lessee is judicially declared bankrupt or insolvent according to law, or if any assignment is made of the property of Lessee for the benefit of creditors,or if a receiver,trustee in involuntary bankruptcy or other similar officer is appointed to take charge of any substantial part of Lessee's property by a court of competent jurisdiction,or if a petition is filed for the reorganization of Lessee under any provisions of the Bankruptcy Act now or hereafter enacted, of if Lessee files a petition for such reorganization,or for arrangements under any provision of the Bankruptcy Act now or hereafter enacted and providing a plan fora debtor to settle, satisfy or extend the time for payment of debts. 10.4 REMEDIES: Subject to Articles 13 and 14 hereof and the Ground Lease Rider attached hereto, in the case of any of the Events of Default described above, HLTCC may terminate this Lease upon at least thirty(30)days'prior written notice to Lessee and any Permitted Mortgagee of which it has notice,whereupon this Lease shall terminate on the date set forth in such termination notice unless the alleged default has been cured before such termination date. Upon_ any such termination,(i)Lessee's interest in the Improvements shall automatically revert to HLTCC, (ii).Lessee shall promptly surrender the Improvements and the Premises to HLTCC.in the condition required hereunder,and(iii)HLTCC may,without demand or further notice, initiate summary eviction proceedings against Lessee. Subject to the last paragraph of this Section 10.4,pursuant to such proceedings,without demand or notice,HLTCC may enter any part of the Leased Premises and repossess the entire Leased Premises(including without 16 i Bk 19509 Pg 44 #8125 limitation the Improvements),and expel Lessee and those claiming rights through Lessee and remove their effects without being guilty of any manner of trespass,and without prejudice to any remedies which might otherwise be used for arrears of rent or preceding breach of covenant. If this Lease is terminated by HLTCC, or if HLTCC re-enters the Leased Premises pursuant to an Event of Default,Lessee agrees to pay and be liable for any unpaid Base Rent. In addition to the above.remedies of HLTCC,Lessee agrees to reimburse HLTCC for any and all actual costs and expenses(including without limitation,reasonable attorneys' fees and costs)incurred and for any and all actual losses and damages suffered by HLTCC by reason of such Event of Default or such termination,however caused,including without limitation the reasonable and actual legal expenses of HLTCC in connection with any collection of Base Rent or additional rent owed under this Lease,the remedying of any default under this Lease or any termination of this Lease where such collection, remedying or termination results from a default. Subjeft to Articles 13 and 14 hereof and the Ground Lease Rider attached hereto,if Lessee shall fail to make any payment or perform any act required under this Lease,HLTCC may(but need not)after giving not less than thirty(30)(except in case of emergencies and except where a shorter time period is specified elsewhere in this Lease)additional days' written notice to Lessee and without waiving any default or releasing Lessee from any obligations, cure such default for the account of Lessee. Lessee shall promptly pay HLTCC the amount of,such charges, costs and expenses as HLTCC shall have incurred in curing such default. In the event of any breach or threatened breach by Lessee of any of the agreements,terms, covenants or conditions contained in this Lease, HLTCC shall be entitled to enjoin such breach or threatened breach and shall have the right to invoke any right and remedy allowed at law or in equity or by statute or otherwise as though re-entry, summary proceedings, and other remedies were not provided for in this Lease(it being agreed that HLTCC may have no adequate remedy at I law) I Unless otherwise specifically provided in this Lease,no remedy herein shall be exclusive of any other remedy or remedies available at law or in equity,and each such remedy shall be cumulative and in addition to every other remedy;and every power and remedy given by this Lease may be exercised from time to time and as often as may deemed expedient by either party. No delay or omission by HLTCC to exercise any right or power accruing upon any Event of Default shall impair any such right or power or shall be construed to be a waiver of any such Event of Default or an acquiescence therein. Notwithstanding any contrary provision of this Lease,HLTCC or its successor as Lessor may not terminate the leasehold interest of any unit owner who makes timely payment or tender of timely payment by certified mail of such unit owner's share of the rent hereunder and otherwise complies with all covenants and conditions which,if violated,would entitle the Lessor to terminate this Lease.No unit owner's or its Permitted Mortgagee's interest shall be affected by failure of any other person(including without limitation the Trustees of the Association and all I other unit owners)to pay rent or fulfill any other covenant or condition. 17 r Bk 19509 Pg 45 #8125 10.5 DEFAULT BY HLTCC: HLTCC shall in no event be in default in the performance of any of its obligations under the Lease unless and until HLTCC has failed to perform such obligations within sixty(60)days, or such additional time as is reasonably required to correct any default, after notice by Lessee to HLTCC properly specifying HLTCC's failure to perform any such obligation in reasonable detail. ARTICLE 11: ARBITRATION 11.1 ARBITRATION PROCESS: Should any grievance or dispute arise between HLTCC and Lessee concerning the terms of this Lease which cannot be resolved by mutual agreement,the following arbitration procedure shall be used. HLTCC or Lessee shall give written notice to the other of its selection of a disinterested arbitrator. Within fifteen(15)days of the receipt of this written notice,the other party may give written notice to the first party appointing a disinterested arbitrator of its own choice. These two arbitrators shall select a third arbitrator. If the other party fails to name an arbitrator within fifteen days of receiving the notice from the first party,the arbitrator selected by the first party shall be the sole arbitrator. The arbitrator or arbitrators shall hold a hearing within thirty(30) days after the initial written notice by the initiator of the arbitration process. At the hearing HLTCC and Lessee shall have an opportunity to present evidence and question witnesses in the presence of each other. As soon as reasonably possible, and in no event later than fifteen(15)days after the hearing,the arbitration panel shall make a written report to HLTCC and Lessee of its findings and decisions,including a personal statement by each arbitrator of his/her decision and the reasons for it. The arbitrators shall decide the dispute or claim in accordance with the substantive law of the Commonwealth of Massachusetts and what is just and equitable under the circumstances. The decisions and awards of the majority of the arbitration panel shall be binding and final. Unless decided'otherwise by the arbitration panel,the cost of the arbitration process shall be borne equally by HLTCC and Lessee. ARTICLE 12: GENERAL PROVISIONS 12.1 NOTICES: Whenever this Lease requires any party to give notice to another,the notice shall be given in writing and delivered in person or mailed,by certified or registered mail,return receipt requested, or by nationally recognized overnight courier with receipted delivery,to the party at the address set forth below, or such other address designated by like written notice: If to HLTCC: Housing Land Trust for Cape Cod,Inc. P. O. Box 1286 Centerville,Massachusetts 02632 If to Lessee: WBC,LLC 86 Willow Street Yarmouthport,MA 02675 18 Bk 19509 Pg 46 #8125 All notices,demands and requests shall be effective upon being deposited in the United States Mail or, in the case of personal delivery or courier,upon delivery or refusal thereof. 12.2 NO BROKERAGE: Lessee warrants that it has not dealt with any broker in connection with the consummation of this Lease,and in the event any claim is made against HLTCC relative to dealings with brokers, Lessee shall defend the claim against HLTCC with counsel of HLTCC's selection and save harmless and indemnify HLTCC from and against any and all claims which may arise by reason of a breach of the foregoing warranty. 12.3 SEVERABILITY AND DURATION. If any provision of this Lease is held to be unenforceable or invalid, it shall not affect the validity of any other provision of this Lease or give rise to any cause of action of Lessee or HLTCC against the other,and the remainder of this Lease shall be valid and enforced to the fullest extent permitted by law. 12.4 WAIVER: The waiver by HLTCC at any given time of any term or condition of this Lease, or the failure of HLTCC to take action with respect to any breach of any such term or condition, shall not be deemed to be a waiver of such term or condition with regard to any subsequent breach of such term or condition, or of any other term or condition of the Lease. HLTCC may grant waivers in the terms of this Lease,but such waivers must be in writing and signed by HLTCC before being effective. The subsequent acceptance of Base Rent by HLTCC shall not be deemed to be a waiver of any preceding breach by Lessee of any term or condition of this Lease,regardless of HLTCC's knowledge of such preceding breach at the time of acceptance of such lease fee payment. 12.5 HLTCC'S RIGHT TO PROSECUTE OR DEFEND: HLTCC shall have the right,but shall be under no obligation,to prosecute or defend;in its own or Lessee's name, any actions or proceedings appropriate to the protection of its title to, and Lessee's perpetual interest in, the Leased Premises. Whenever requested by HLTCC,Lessee shall at its own expense give HLTCC all reasonable aid in any such action or proceeding. 12.6 CONSTRUCTION: Whenever in this Lease a pronoun is used it shall be construed to represent either the singular or the plural,masculine or feminine,as the case shall demand. HLTCC and Lessee agree that all the provisions hereof are to be construed as covenants and agreements as though the words importing such covenants and agreements were used in each separate section thereof. The language in all parts of this Lease shall be,in all cases,construed according to its fair meaning and not strictly for or against HLTCC or Lessee. 12.7 CAPTIONS AND TABLE OF CONTENTS: The captions and table of contents appearing in this Lease are for convenience only, and are not a part of this Lease,and do not in any way limit or amplify the terms or conditions of this Lease. 12.8 PARTIES BOUND: This Lease sets forth the entire agreement between HLTCC and Lessee with respect to the leasing of the Land and Improvements; it is binding upon and inures to the 19 r Bk 19509 Pg 47 #8125 benefit of these parties and,in accordance with the provisions of this Lease,their respective successors in interest. This Lease may be altered or amended only by written notice executed by HLTCC and Lessee or their legal representatives or,in accordance with the provisions of this Lease,their successors in interest. 12.9 GOVERNING LAW: This Lease shall be interpreted in accordance with and governed,by the laws of the Commonwealth of Massachusetts. 12.10 RECORDING: Lessee shall record this Lease with the Barnstable County Registry of Deeds. If this Lease is terminated before the Term expires,the parties shall execute,deliver and record an instrument acknowledging such fact and the date of termination of this Lease,which obligations shall survive any such termination. 12.11 ESTOPPEL CERTIFICATE. Each party agrees from time to time,upon no less than fifteen(15)days'prior notice from the other,to execute,acknowledge and deliver to the other a statement certifying that(i)this Lease is unmodified and in full force and effect(or, if there have been any modifications,that the same is in full force and effect as modified and stating the modifications), (ii)the dates to which the Rent has been paid, and that no Additional Rent or other payments are due under this Lease(or if Additional Rent or other payments are due,the nature and amount of the same), and(iii)whether there exists any uncured default by the other party, or any defense,offset,or counterclaim against the other party,and, if so,the nature of such default, defense, offset or counterclaim. Any such statement delivered pursuant to this Section 12.11 may be relied upon by any prospective purchaser or holder of a mortgage of the leasehold interest hereunder or any prospective assignee of any such holder of a mortgage. 12.12 CONDOMINIUM. From and after the recording of the Master Deed of the Condominium,this Lease shall be subject to all of the provisions of Massachusetts. General Laws Chapter 183A, including without limitation Section 8A thereof relating to Leasehold Condominiums and the Rights of Unit Owners;provided however,that the affordable housing restrictions on the affordable units, shall survive any proceedings instituted by the Condominium Association under G.L. c. 183A §6 and G.L.c. 254 §§5 and 5A. ARTICLE 13: Special Provisions Applicable Financing during Construction Period 13.1 PERMITTED MORTGAGE: Notwithstanding anything to the contrary contained herein, during the Construction Period and until the earlier of either the repayment by WBC of its construction loan for the construction of the Condominium or the initial sale by WBC of all of the units in the Condominium,WBC shall have the right,upon prior notice to HLTCC(which notice shall include the name(s)and address(es)of the holder of such Permitted Mortgage and any other information regarding the Permitted Mortgage and loan documents which HLTCC may reasonably require),to encumber,hypothecate or mortgage.its interest in the Leased Premises and the]*Provements with one or more mortgages,assignments of leasehold interest or any other security instruments in favor of a Permitted Mortgagee as security for a loan or loans(a "Permitted Mortgage")in accordance with this Section 13. Each such Permitted Mortgage shall be expressly subject to the terms and conditions of this Lease,provided that the provisions 20 r Bk 19509 Pg 48 #8125 set forth in the Lease do not conflict or create a greater burden or duty than applicable FNMA requirements of the Federal National Mortgage Association("FNMA"). If the provisions do conflict or create a greater burden that would prevent a lender from granting a mortgage to WBC then the current applicable FNMA provisions would apply. For the purpose of this Section 13.1 the making of a Permitted Mortgage shall not be deemed to constitute an assignment or transfer of this Lease,nor shall any Permitted Mortgagee,as such, be deemed an assignee or transferee of this Lease or of the leasehold estate hereby created so as to require such Permitted Mortgagee,as such,to assume the performance of any of the terms, covenants or conditions on the part of WBC to be performed hereunder;but the purchaser at any sale of the leasehold interest created by this Lease in any proceedings for the foreclosure of any Permitted Mortgage,or the assignee or transferee of such leasehold interest under any instrument of assignment or transfer in lieu of the foreclosure of any Permitted Mortgage,shall be deemed to be an assignee or transferee(without requiring the consent of HLTCC pursuant to Section 9)and shall be deemed to have assumed the performance of all of the terms, covenants and conditions on the part of WBC to be performed hereunder from and after the date of such purchase and assignment. WBC shall promptly pay to HLTCC at HLTCC's option,as additional rent,all fees, costs and expenses, including, without limitation,reasonable attorneys' fees, incurred by HLTCC in connection with any Permitted Mortgage. 13.2 Permitted Mortgagees during the Construction Period The Permitted Mortgagees for the Construction Period are: a. Banknorth,NA in the amount of$4,250,000.00; b. Commonwealth of Massachusetts Affordable Housing Trust Fund in the amount of $837,000.00; c. Commonwealth of Massachusetts by and through its Department of Housing and Community Development(HOME Fund)in the amount of$550,000.00; and d. County of Barnstable acting by and through the Cape Cod Commission in the amount of $150,000.00 13.3 RIGHTS OF PERMITTED MORTGAGEE: (a) So long as any Permitted Mortgagee shall have complied with the provisions of Section 13.7 hereof,HLTCC agrees, simultaneously with the giving of each notice hereunder,to give a duplicate copy thereof to such Permitted Mortgagee;provided that a failure on the part of HLTCC to give such notice to any such Permitted Mortgagee shall not effect the effectiveness of the notice to WBC. (b)In the event of any default by WBC in the payment of money, any Permitted Mortgagee, or the Condominium Association if in existence at the time of the default,without being under any obligation to do so, shall have the right to cure such default for the same period after the giving of written notice to it by HLTCC for remedying the default or causing the same to be remedied as is given WBC under this Lease plus an additional sixty(60)days. In the case of any default by 21 - Bk 19509 Pg 49 #8125 WBC other than in the payment of money hereunder, any Permitted Mortgagee shall have the right,but not the obligation,for a period of sixty(60)days after notice of such WBC default or the expiration of WBC's cure period, if longer,to cure such default, or,if such default cannot reasonably be cured within such sixty(60) days or longer period,if applicable, such longer period as is required to cure such default, including such period of time as may reasonably be required for such Permitted Mortgagee to obtain possession of the Premises or title to WBC's leasehold estate created hereby,provided,that the Permitted Mortgagee shall have commenced cure or appropriate measures to obtain possession of the Premises or title to WBC's leasehold estate created hereby,within such sixty(60)day period; if applicable, and thereafter continues diligently to effect such cure,or obtain such possession or title. The Permitted Mortgagee shall not be required to continue such foreclosure proceedings if the default shall be cured by WBC; provided,further,that nothing herein shall preclude HLTCC.from exercising any rights or remedies under this Lease with respect to any other default by WBC during any period of such forbearance,provided the exercise of such rights or remedies are subject to the same cure rights of they Permitted Mortgagee as set forth herein. Upon the expiration of any applicable cure period,HLTCC shall notify the Permitted Mortgagee(s)whether or not Lessee has effectuated a cure within said cure period. The provisions of this Section I L2&are conditioned on the following provisions: (i)The Permitted Mortgagee shall,within sixty(60) days after notice of such WBC default or the expiration of WBC's cure period,if longer,notify HLTCC in writing(a"Cure Notice")of its election to proceed with due diligence promptly to acquire possession of the Premises or to foreclose the Permitted Mortgage or otherwise to obtain ownership of WBC's interest in this Lease. After receipt of any such Cure Notice,and so long as such Permitted Mortgagee is proceedings with due diligence to accomplish the foregoing,HLTCC shall not commence to cure such default pursuant to Section 10.4 above;and (ii)The Cure Notice shall be accompanied by an instrument in writing wherein such Permitted Mortgagee agrees that: (A)during the period that such Permitted Mortgagee shall be in possession of the Premises and so long as it remains mi possession and/or during the pendency of any such foreclosure or other proceedings and until the interest of Lessee in this Lease shall terminate or such proceeding shall be discontinued,it will pay or cause to be paid to HLTCC all sums from time to time becoming due hereunder during such period as additional rent;and(B)if delivery of possession of the Premises shall be made to such Permitted Mortgagee,whether voluntarily or pursuant to any foreclosure or other proceedings or otherwise,such Permitted Mortgagee shall,promptly following such delivery of possession,perform all the covenants and agreements thereafter arising and herein contained on WBC's part to be performed(including,but not limited to the payment of rent)except such covenants and agreements which cannot with the exercise of due diligence be performed by such Permitted Mortgagee.Nothing in this subclause(B)shall be construed to require such 22 i Bk 19509 Pg 50 #8125 Permitted Mortgagee to perform any of WBC's obligations hereunder accruing after such Permitted Mortgagee ceases to be in possession. 13.4 PERMITTED MORTGAGEE'S RIGHT TO NEW LEASE: In the event that HLTCC would otherwise have the right to terminate this Lease by reason of any default by WBC, or if a Permitted Mortgagee, its successors or assigns shall acquire WBC's interest in this Lease, HLTCC agrees that it will enter into a new lease of the Premises with such Permitted Mortgagee or, at the request of such Permitted Mortgagee, with an entity formed by or on behalf of such Permitted Mortgagee or with an entity purchasing the leasehold interest after a foreclosure sale or pursuant to a deed in lieu of foreclosure,for a period equal to the remainder of the Term effective as of the date of such termination, at the Base Rent and additional rent and upon the covenants, agreements, terms, provisions and limitations herein contained, provided (i) such holder makes written request upon HLTCC for such new lease within sixty(60) days from the date of notice of such termination, (ii) such holder pays or causes to be paid to HLTCC at the time of the execution and delivery of such new lease any and all sums which would at the time of the execution and delivery thereof be due under this Lease but for such termination and pays or causes to be paid any and all expenses including reasonable counsel fees, court costs and costs and disbursements incurred by HLTCC in connection with any such termination and in connection with the execution and delivery of such new lease. If HLTCC receives more than one written request for a new lease in accordance with the provisions of this Section 13.3, then such new lease shall be entered into pursuant to the request of the Permitted Mortgagee whose mortgage shall be most senior, and the written request, and the rights hereunder of any Permitted Mortgagee whose Permitted Mortgage is subordinate in lien shall be null and void and of no further force or effect. If this Lease is rejected or disaffirmed by WBC pursuant to any bankruptcy, insolvency, reorganization, moratorium or similar law, HLTCC shall offer.the Permitted Mortgagee a new lease upon the same terms and conditions within thirty (30) days after receipt of notice of such rejection. Any new lease made pursuant to this Section 13.3 shall be and remain an encumbrance on the fee title to the Premises having the same priority thereon as this Lease. In the event of any termination of this Lease,the fee title to the Premises and the leasehold estate of WBC therein shall not merge but shall remain separate and distinct notwithstanding the acquisition of said fee title by HLTCC, WBC,or any third party by purchase or otherwise. 13.5 AMENDMENTS SUBJECT TO APPROVAL BY PERMITTED MORTGAGEE: Any amendment or modification to this Lease, shall be subject to the written approval of Permitted Mortgagee(s),which approval shall not be unreasonably withheld,conditioned or.delayed. 13.6 NOTICE: The foregoing provisions of this Section 13 shall not apply in favor of any Permitted Mortgagee unless, before HLTCC has mailed a notice of default under Section 10, such Permitted Mortgagee has duly recorded its Permitted Mortgage with the Barnstable County Registry of Deeds and has given written notice to HLTCC accompanied by a certified copy of 23 r Bk 19509 Pg 51 #8125 such Permitted Mortgage and stating the name of such Permitted Mortgagee and the address to which notices to such Permitted Mortgagee are to be mailed by HLTCC. Promptly after the recording thereof, WBC shall deliver to HLTCC a certified copy of each such Permitted Mortgage. 13.7 HLTCC'S RIGHT TO PURCHASE PURSUANT TO FORECLOSURE: In the event of foreclosure sale by a Permitted Mortgagee,and if such Permitted Mortgagee acquires title to the unit being foreclosed,or the delivery of a deed to a Permitted Mortgagee in lieu of foreclosure, then,upon acquisition of title to the Improvements and leasehold estate by the Permitted Mortgagee,the Permitted Mortgagee shall give the HLTCC written notice of such acquisition and the HLTCC shall have an option to purchase the Improvements and leasehold estate from the Permitted Mortgagee for the full amount owing to the Permitted Mortgagee under the Permitted Mortgage;provided, however,that the HLTCC gives written notice to the Permitted Mortgagee of the HLTCC's intent to purchase the Improvements and leasehold estate within thirty(30) days following the HLTCC's receipt of the Permitted Mortgagee's notice of such acquisition of the Improvements and leasehold estate. The HLTCC shall complete the purchase of the leasehold estate within sixty(60)days of having given written notice of its intent to purchase. If the HLTCC does not complete the purchase,the Permitted Mortgagee shall be free to sell the Improvements and leasehold estate to another person. ARTICLE 14: FINANCING OF UNIT OWNER'S INTEREST IN THE ASSOCIATION 14.1 The provisions set forth in this Article shall,apply to all mortgages granted by Unit Owners and secured by the Unit Owner's interest in the Association. 14.2 STANDARD PERMITTED MORTGAGE: A "Standard Permitted Mortgage" shall be a mortgage on an individual unit that meets the following requirements. 1)Such Mortgage shall run in favor of either(a) a so-called"institutional lender"such as, but not limited to,a federal, state, or local housing finance agency, a bank(including savings and loan association or insured credit union), an insurance company, a pension and/or profit-sharing fund or trust,or any combination of the foregoing,the policies and procedures of which institutional lender are subject to direct governmental supervision, or(b)a"community development financial institution"as certified by the U.S.Department of the Treasury,or similar non-profit lender to housing projects for low and moderate income persons. 2) Such Mortgage shall be a first lien on all or any of the Improvements and Leasehold Estate(the"Security").This provision shall apply to the Affordable Units only. 3) Such Mortgage shall provide, among other things,that in the event of a default in any of the mortgagor's obligations thereunder,the holder of such Mortgage shall notify HLTCC of such fact and HLTCC shall have the right(but shall not have the obligation)within 120 days after its receipt of such notice,to cure such default in the mortgagor's name and on mortgagor's behalf, provided that current payments due the holder during such 1.20 day period(or such lesser time period as may have been required to cure such default)are made to the holder,and shall further 24 Bk 19509 Pg 52 #8125 provide that said holder shall not have the right,unless such default shall not have been cured within such time,to accelerate the note secured by such Mortgage or to commence to foreclose under the Mortgage on account of such default. 4) Such Mortgage shall provide,among other things,that if after such cure period the holder intends to accelerate the note secured by such Mortgage or initiate foreclosure proceedings under the Mortgage, in accordance with the provisions of this Lease,the holder shall first notify 14LTCC of its intention to do so and HLTCC shall have the right,but not the obligation,upon notifying the holder within thirty(30)days of receipt of said notice from said holder,to pay off the indebtedness secured by such Mortgage and to acquire such Mortgage. 5) Such Mortgage and related documentation shall not contain any provisions other than provisions generally contained in mortgages used for similar transactions in the Barnstable County area by,institutional mortgagees. 6)Such Mortgage and related documentation shall not contain any provisions which could be construed as rendering HLTCC or any subsequent holder of HLTCC's interest in and to this Lease,or their respective heirs, executors, successors or assigns,personally liable for the payment of the debt evidenced by such note and such Mortgage or any part thereof. 7)Such Mortgage and related documentation shall contain provisions to the effect that the holder of such Mortgage shall not look to HLTCC or HLTCC's interest in the Leased Premises, but will look solely to Lessee,the leasehold estate created hereby,the Improvements,or such other buildings and improvements which may from time to time exist on the Leased Premises, for the payment of the debt secured thereby or any part thereof (It is the intention of the parties hereto that HLTCC's consent to such Mortgage shall be without any liability on the part of HLTCC for any deficiency judgment). 8) Such Mortgage and related documentation shall provide that in the event any part of the Security is taken in condemnation or by right of eminent domain,the proceeds of the award shall be paid over to the holder of the Mortgage in accordance with the provisions of ARTICLE 8 hereof. 9) Such Mortgage and related documentation shall contain nothing that obligates HLTCC to execute an assignment of the Base Rent or other rent payable by the Association under the terms of this Lease. Notwithstanding the foregoing,the foregoing requirements(3)through(9)inclusive shall be waived as to any mortgage on a standard FNMA or FHLMC form. In the event of any conflict between the provisions hereof and the Comprehensive Permit or the approved form of Deed Rider,Affordable Housing Restriction and Regulatory Agreement applicable to any Affordable Unit in the Condominium,the provisions of such forms shall take precedence. 14.3 RIGHTS OF PERMITTED MORTGAGEE: The rights of a holder of a Permitted Mortgage shall be as follows: 25 Bk 19509 Pg 53 #8125 1)A Permitted Mortgagee shall,without requirement of consent by HLTCC,have the right,but not the obligation,to: a)Cure any default under this Lease,and perform any obligation required under this Lease, such cure or performance by a Permitted Mortgagee.being effective as if it had been undertaken and performed by the Association; b)Acquire,and convey,assign,transfer and exercise any right,remedy or privilege granted to Unit Owner by this Lease or otherwise by law, subject to the provisions,if any,in said Permitted Mortgage,which may limit any exercise of any such right,remedy or privilege;and c)Rely upon and enforce any provisions of the Lease to the extent that such provisions are for the benefit of a Permitted Mortgagee. 2)Permitted Mortgagee shall not, as a condition to the exercise of its rights under the Lease,be required to assume personal liability for the payment and performance of the obligations of the Association under the Lease. Any such payment or performance or other act by Permitted Mortgagee under the Lease shall not be construed as an agreement by Permitted Mortgagee to assume such personal liability except to the extent Permitted Mortgagee actually takes possession of the Security and the.premises. In the event Permitted Mortgagee does take possession of the Security and thereupon transfers the Security,any such transferee shall be required to enter into a . written agreement assuming such personal liability and upon any such assumption the Permitted Mortgagee shall automatically be released from personal liability under the Lease. 3) In the event that title to the estates of both HLTCC and the Association shall be acquired at any time by the same person or persons, no merger of these estates shall occur without the prior written declaration of merger by Permitted Mortgagee, so long as Permitted Mortgagee owns any interest in the Security or in a Permitted Mortgage. In the event that the estate of HLTCC is owned at any time by the Association (regardless of a merger), or by any person in which the Association has a direct or indirect interest, Permitted Mortgagee shall not be obligated to cure any default of the Association under the Lease as condition to the forbearance by HLTCC in the exercise of HLTCC's remedies as provided in the Lease. 14.4 POWER OF ATTORNEY: The Lessor hereby constitutes and appoints the Lessee, its successors or assigns, its attorney in fact to amend the provisions of Article 14 hereunder and the Ground Lease Rider and any other provisions of this Ground Lease as necessary to comply with FNMA requirements relating to mortgages of units in the Condominium. This power of attorney is coupled with an interest and shall be irrevocable. IN WITNESS WHEREOF, the parties have executed this Lease as an instrument under seal at Yarmouthport,Massachusetts on the day and year first above written. 26 Bk 19509 Pg 54 #8125 LESSOR: Housing Land Trust for Cape Cod,Inc. By: & J ith M.BarneV,President LESSEE: WBC,LLC By: Timothy C. Williams,Manager COMMONWEALTH OF MASSACHUSETTS COUNTY OF BARNSTABLE On this�''day of January 2005 before me,the undersigned notary public, personally appeared Timothy C. Williams proved to me through satisfactory evidence of identification, which were afr.vt 5 /.«k ,to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose as managing member of WBC LL . otary My commission expires4ic ,, 27 �.G r Bk 19509 Pg 55 #8125 COMMONWEALTH OF MASSACHUSETTS COUNTY OF BARNSTABLE On this L I day of January 2005 before me,the undersigned notary public, personally appeared Judith M. Barnett proved to me through satisfactory evidence of identification, which were,,s / /,c✓ ole ,to be the person whose name is signed on the preceding or attached document, and acknow edged to me that she signed it voluntarily for its stated purpose, as President of HousinOand Trust for Cape Cod,Inc. tart' My commission expires 28 rQ '• 41 I Bk 19509 Pg 56 #8125 EXHIBIT A Ground Lease Rider THIS LAND.TRUST GROUND LEASE RIDER (the "Rider") is made this 21St day of January, 2005, and is incorporated into, and shall be deemed to amend and supplement the ground lease dated January 21, 2005 by and between Housing Land Trust for Cape Cod, Inc. ("HLTCC") as lessor(the"Lessor")and WBC,LLC,a Limited Liability Company,and its successors or assigns, as lessee (the "Lessee") ("The Ground Lease"). The Ground Lease covers the leased premises located at Osterville, West Barnstable Road, Marstons Mills, MA (the "Leased Premises"), as further described therein. The Ground Lease, as amended by this Rider, shall hereafter be referred to as the"Lease,"unless otherwise indicated. This Rider amends the Ground Lease for the purpose of enabling the Lessee, its successors or assigns, or the Unit Owners to secure mortgage financing from lenders in compliance with the requirement of FNMA, each of which mortgages is to be recognized by Lessor as a Permitted Mortgage. ADDITIONAL COVENANTS. Notwithstanding anything to the contrary contained in the Ground Lease, and in addition to the covenants and agreements made in the Ground Lease, the Lessor and the Lessee further covenant and agree, so long (but only so long) as each Permitted Mortgagee,its successors and assigns shall have an interest in the Leased Premises, as a holder of a Permitted Mortgage or as an owner of the unit owner's or Lessee's interest pursuant to any sale after or in lieu of foreclosure, the following provisions shall apply to the Ground Lease as modifications thereof, as to each Permitted Mortgage: A. No Assiannient or Transfer. The making of the Permitted Mortgage shall not be deemed to constitute an assignment or transfer of the Lease or leasehold estate so as to require the Permitted Mortgagee to assume the performance of any of the Lessee's obligations under the Lease. B. Status of the Fee Estate. The Lessor represents and warrants that there is no existing mortgage on the fee estate, and so long as the Permitted Mortgage shall remain on the Leased Premises,the Lessor and the Lessee shall not subordinate the Lease to any mortgage or lien that may hereafter be placed on the fee estate. Notwithstanding the foregoing, a state or local government entity (`.`Government Entity") may hold a prior recorded interest (represented by recorded covenants, a mortgage or deed of trust, other lien) on the fee estate if the Government Entity has entered into an agreement (which . agreement has been approved in writing by the Specified Mortgagee)that provides, among other conditions, in the event the Government Entity(including its successors and assigns) succeeds to the interest of the Lessor under the Lease by any remedy available to the Government Entity by law or pursuant to its.lien, the Government Entity and the Lessee agree to recognize one another 29 Bk 19509 Pg 57 #8125 under all the terms of the Lease and this Rider. Such recognition must include,but is not limited to, the provisions of this Rider whereby all provisions of the Lease regarding the (a) occupancy of the Leased Premises as a primary residence by the Lessee (b) limitation on assignment of, or sublease under,the Lease; (c)the price at which the leasehold estate may be transferred, except ; and (d) the income of successive transferees, assignees or successors, the Specified Mortgage shall constitute a first leasehold lien on.the Leased Premises,. and shall have priority over the Lessor's reversionary interest. If the Lessor conveys title to the fee estate while the Specified Mortgage remains on the Leased Premises,the Lease shall remain in effect with the same priority thereto. C. Termination, Forfeiture and Modification of Lease. There shall be no termination, forfeiture, or modification of the Lease, except as provided in this Rider, without the prior written consent of the Permitted Mortgagee. The Lessor and Lessee shall amend the Lease from time to time as reasonably requested by the Permitted Mortgagee, as long as the requested changes do not change the periodic fee, charge or payment due the Lessor for the rights accorded the Lessee under the Lease!(the "Ground Lease Fee"), and do not materially or adversely affect the rights of Lessor or Lessee or their respective interests in the Leased Premises. An adjustment of the Ground Lease Fee may be made by the Lessor as provided in the Lease, without prior approval of the Permitted Mortgagee, so long as written notice has been delivered to the Permitted Mortgagee at least 60 days.prior to the effective date of such adjustment with respect to adjustments other than those (i) that were scheduled at the time the Permitted Mortgage was given,and(ii)reflecting routine,periodic updates to variable expenses such as property taxes and liability.insurance premiums; provided, however, that the Permitted Mortgagee shall have the . right to arbitrate(as provided herein)any dispute as to an adjustment of the Ground Lease Fee. D. New Lease. In the event the Lessee's interest in the Lease has been terminated, forfeited, or surrendered as provided in the Lease, and the Permitted Mortgage remains outstanding, a new Lease shall automatically be created between the Lessor and the Permitted Mortgagee, which Lease shall be for the remainder of the term of the Lease,with the same priority thereto, and shall be subject to the same terms of the Lease as would be applicable pursuant to Section E1 below where the Permitted Mortgagee had accelerated its note, foreclosed on the Permitted Mortgage, taken an assignment in lieu of foreclosure, or exercised its other remedies for default. E. Mortgage Default or Foreclosure. Subject to the following, upon the occurrence of an event of default under the Permitted Mortgage (as determined by the Permitted Mortgagee (an "Event of Default"), and without the consent of the Lessor, the Permitted Mortgagee shall be permitted to accelerate its note, foreclose on the Permitted Mortgage, take an assignment in lieu of foreclosure,or exercise its other remedies for default. Further: 1. Upon the occurrence of an Event of Default under the Permitted Mortgage, the Lessee . shall immediately notify the Lessor of such Event of Default and shall submit to Lessor copies of all notices the Lessee received from the Permitted Mortgagee relating thereto. The Permitted Mortgagee and the Lessor shall endeavor to communicate and cooperate in efforts to deal with the circumstances of the Event of Default and the actions the parties may take relating thereto; 30 Bk 19509 Pg 58 #8125 provided, however, the Permitted Mortgagee shall have no obligation to give formal legal notice of the Event of Default to the Lessor. 2. The Lessee and the Permitted Mortgagee agree that the Lessor shall have the right, but not the obligation,to cure an Event of Default in the Lessee's name and on the Lessee's behalf.If such cure is not effective and continuing, nothing herein shall be construed to prevent or delay the Permitted Mortgagee from its pursuit of foreclosure and any other.available remedies. The Lessee shall be responsible to the Lessor for all payments made, and expenses incurred, by the Lessor in curing such default. 3. Should the Lessor not choose to cure an Event of Default as specified above, the Lessor shall nevertheless have the option to purchase the leasehold estate from the Permitted Mortgagee for the full amount owing to the Permitted Mortgagee under the Permitted Mortgage as of the date of closing of the purchase, upon,written notice given by the Permitted Mortgagee (the "Mortgagee Option Notice") not later than 60 days following acquisition of title to the leasehold estate by the Permitted Mortgagee by foreclosure or by an assignment in lieu of foreclosure; provided, however, the Permitted Mortgagee may give such written notice following the occurrence of an Event of Default under the Permitted Mortgage and prior to the completion of foreclosure proceedings. If the Lessor elects to exercise such option to purchase,the Lessor shall give written notice to the Permitted Mortgagee of the Lessor's intent to purchase the leasehold estate (the "Lessor Option Notice") within 45 days following the Permitted Mortgagee's giving of the Mortgagee Option Notice; provided, however, at the option of the Lessor, in the event the Mortgagee Option Notice is given prior to the completion of foreclosure proceedings by the Permitted Mortgagee,the Lessor shall,within such 45-day period,be able to give a written notice to the Permitted Mortgagee that it will delay giving the Lessor Option Notice until a date that is not later than 30 days following written notice from the Permitted Mortgagee of its acquisition of title to the leasehold estate. The Lessorr shall complete_the purchase of the leasehold estate within 60 days of giving the Lessor Option Notice. If the Lessor does not complete the purchase within the allotted 60 days, the Permitted Mortgagee shall be free to sell the leasehold estate to another person or entity. Further,if the Lessor does not complete the purchase within the allotted 60 days, the Lessor agrees to pay to the Permitted Mortgagee its costs of holding the property from the date of the Lessor Option Notice until the expiration of such 60-day period.If the Lessor does not purchase the leasehold estate as described herein, the Leasehold estate may be transferred, mortgaged and sublet an unlimited number of times, and the Lessor shall not require a credit review or impose other qualifying criteria on any such transferee,mortgagee or sublessee. 4. In the event of foreclosure or assignment in lieu of foreclosure, which results in the conveyance of the leasehold estate from the Lessee, any adjustment of the Ground Lease Fee to reflect then current fair market rental value as provided in the Lease shall be subject to the approval of the Permitted Mortgagee. The Permitted Mortgagee.and the Lessor shall attempt to resolve any dispute concerning such adjustment of the Ground Lease Fee, through the normal interaction of the parties, or through formal mediation as the case may warrant. If the dispute remains unresolved, the Permitted Mortgagee and the Lessor shall submit the dispute as to the fair market rental value to binding arbitration. 31 Bk 19509 Pg 59 #8125 5. Subject to the terms and requirements of the Comprehensive Permit, in the event the Permitted Mortgagee acquires title to the leasehold estate through foreclosure or assignment in lieu of foreclosure of the Permitted Mortgage, all provisions of the Lease regarding (a) occupancy.of the Leased Premises as a primary residence by the Lessee (with respect to Unit Owners), (b) any limitation on the assignment of or sublease under, the Lease, (c) any obligation to target certain populations in marketing the leasehold estate to potential transferees, (d) the price at which the leasehold estate may be transferred, and (e) the 'income of successive Transferees, and their successors and assigns, shall be of no further force or effect with respect to such Permitted Mortgagee or its successive transferees, assignees or successors. The foregoing sentence shall not be construed to invalidate other Lease provisions regarding permitted use of the Leased Premises. Any transfer or assignment of the property encumbered by the Permitted Mortgage as provided for in this paragraph shall be deemed a permitted sale,. transfer or assignment of the Lease and the leasehold estate. Further, in such event the leasehold estate may be transferred, mortgaged and sublet an unlimited number of times, and the. Lessor shall not require a credit review or impose other qualifying criteria on any such transferee, mortgagee or sublessee. F. Lease Default. There shall be no forfeiture'or termination of the Lease except for (i) the nonpayment of amounts due under the Lease, and (ii) violation of one or more provisions of the Lease addressing the following: (a) }prohibition or restrictions on the sale or transfer of the Lessees interest (however, non sale transfers resulting from marriage, divorce, death of a spouse, or a transfer otherwise permitted by applicable federal law, may not constitute a basis for default under the Lease, though the Lessor may require such transferee to agree to assume the transferor's obligations wider the Lease)and; (b) requirement that the Lessee occupy the Leased Premises as primary residence. Provided, however, such forfeiture or termination shall be subject to the Permitted Mortgagee's right to cure a monetary default, or otherwise foreclose or take an assignment of the Leasehold estate in lieu of foreclosure with respect to the Lessee's monetary or non-monetary default. Notwithstanding the foregoing, nothing herein shall be construed to require the Permitted Mortgagee to cure any non-monetary default. Further, the Permitted Mortgagee shall become subrogated to any and all rights of the Lessee with respect to such curing of a default. If the Lessee's default shall be cured as provided in the Lease, and the Permitted Mortgagee shall discontinue its foreclosure or assignment in lieu of foreclosure proceedings, the Lease shall continue in full force and effect as if the Lessee had not defaulted. A default by the Lessee under the Lease shall constitute a default under the Permitted Mortgage. G. Lease Default Notice.Notwithstanding the notice requirements provided in the Lease,no default notice by the Lessor shall be deemed to have been given unless and until a copy thereof shall have been so given to the Permitted Mortgagee. 32 Bk 19509 Pg 60 #8125 H. Insurance. All insurance policies covering the Improvements shall by endorsement name the Permitted Mortgagee as an additional insured and loss payee, and provide the Permitted Mortgagee with 30 days, cancellation notice. I. . . Casualty and Condemnation. If more than ten (10%) percent.of the condominium value prior to casualty is destroyed or taken to such an extent that'the Lease is to be terminated, in accordance Article 8.5 and 8.6 of the Ground Lease, the insurance proceeds or condemnation award, as the case may be, shall be applied first in an amount sufficient to satisfy the Permitted Mortgage, then as between the Lessor and Lessee as specified in the Ground Lease. If less than ten (10%) percent of the condominium value prior to casualty, the total insurance proceeds or condemnation award, as the case may be, paid to the Lessee, the Lessee shall first apply such insurance proceeds or condemnation award in accordance with the Permitted Mortgage for restoration of the Improvements with the balance of such insurance proceeds or condemnation award to be allocated between the Lessor and Lessee. The Permitted Mortgagee shall be entitled to participate in (i) the adjustment of all casualty losses and(ii)all condemnation proceedings and settlement discussions. Any insurance proceeds or condemnation award shall be applied in accordance.with the Permitted Mortgage. The Permitted Mortgagee shall also be entitled to participate in the adjustment of the Ground Lease Fee as a result of a partial destruction or taking. J. Force Aeure.J The Lessee shall not be in default where performance is delayed or prevented by"Acts of God,"war, civil commotion, strikes,labor disputes or the like. K. Easements.and Alterations. Additions to and alternations in the Improvements may be made as provided in the Lease, as long as the value of the Leased Premises and the Improvements is not diminished. The Lessor, as owner of the Leased Premises only, shall join in all easements, permits and applications necessary for such development of the Leased Premises and the Improvements as is permitted under the Lease, provided that the Lessor shall have no liability or obligation under such easement,.permit or application. L. Arbitration. The Permitted Mortgagee shall have the right to participate in any arbitration or legal proceedings between the Lessor and the Lessee. Any arbitration proceedings shall be conducted in accordance with arbitration statutes applicable in the state where the Leased Premises are located. M. Merger.If the estates of the Lessor and Lessee are at any time owned by the same person, so long as the Permitted Mortgagee has any interest in the security or in the Permitted Mortgage, such person shall take all necessary steps to ensure that the Permitted Mortgage constitutes a first lien on the combined estate. N. Sublease. There shall be no modification, cancellation, or surrender of any subleases, or 33 Bk 19509 Pg 61 #8125 4 prepayment of rent thereunder without the consent of the Permitted Mortgagee. If the Permitted Mortgagee forecloses on the Leased Premises, or takes an assignment in lieu of foreclosure, all subtenants shall attorn to such Permitted Mortgagee or its assignee. O. Estoppel Certificate. The Lessor shall, from time to time, with 10 days written notice from the Permitted Mortgagee, certify by written instrument, duly executed.and acknowledged, to such Permitted Mortgagee that the Lease has not been amended, the Lease is in full force and effect, that neither party is in default thereunder, and shall certify as to the existence of any offsets,counterclaims or defenses on the part of the Lessee. P. Conflict. In the event of a conflict between the terms and provisions of this Rider and the i terms and provisions of the Lease,the terms and provisions of this Rider shall control. BY SIGNING BELOW, the Lessor and the Lessee accept and agree to the terms and conditions of this Rider. In WITNESS WHEREOF,the parties have executed this Rider at Yarmouthport,MA on the day and year first written above. LESSOR: Housing Land Trust for Cape Cod,Inc. By: adiuith 4 President LESSEE:WBC LLC By: Timothy C. Williams,Manager 34 Bk 19509 Pg 62 #8125 i •A COMMONWEALTH OF MASSACHUSETTS COUNTY OF BARNSTABLE On thisday of January 2005 before me,the undersigned notary public, personally appeared Timothy C. Williams proved to me through satisfactory evidence of identification, which were - o�r,'•cs l�t,sc T,to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose as managing member of WBC LLC. otary My commission expires / !s COMMONWEALTH OF MASSACHUSETTS COUNTY OF BARNSTABLE On this day of January 2005 before me, the undersigned notary public,personally appeared Judith M. Barnett proved to me through satisfactory evidence of identification, which v&-re 14�s to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose[, as President of Housing Land Trust for Cape Cod,Inc. Notary My commission expires �� 113 35 ' Bk 19509 Pg 63 #8125 Exhibit B A leasehold interest in the land in the Town of Barnstable, Barnstable County, Massachusetts, more particularly described as follows: Said land is shown as Lot 1 containing 6.4 acres, more or less, or 287,787 square feet, more or less, as shown of a plan entitled, "Plan of Land in Marstons Mills, Barnstable, Mass., Prepared for Robert Childs, Scale 1" = 60', Date: September 20, 2001, Revised October 15, 2001,: and recorded with the Barnstable County Registry of Deeds in Plan Book 569,Page 8. For title, see deed from Robert Childs to Housing Land Trust for Cape Cod,Inc. dated November 1,2001 recorded with the Barnstable County Registry of Deeds in Book 14455,Page 72. I 36 BARNSTABLE REGIS TRY OF DEEDS � COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 MITT ROMNEY ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY ROBERT W. GOLLEDGE,Jr. Lieutenant Governor Commissioner March 23,2004 Jack Harris RE: BARNSTABLE--BRPWPI 1, Barnstable Town of Barnstable Horace Mann Charter School 367 Main Street Wastewater Treatment Facility Permit Hyannis, Massachusetts 02601 No.: SE 576— 1. Transmittal No. W033687 Dear Mr. Harris: The Department of Environmental Protection has completed a review of the engineering report and hydrogeologic evaluation depicting the proposed wastewater treatment facility located at the Barnstable Horace Mann Charter School, Barnstable. With your application you also submitted a Certification Statement signed by Robert Butterworth, a Massachusetts Registered Professional Engineer, and engineering plans consisting of four (4) sheets titled: "MARSTONS MILLS MIDDLE SCHOOL BARNSTABLE,MASSACHUSETTS SHEET NO. G-2). ABBREVIATIONS, SYMBOLS,NOTES AND LEGEND G-3). EXISTING SITE PLAN G-4). YARD PIPING PLAN G-5). MISCELLANEOUS DETAILS PREPARED BY STEARNS &WHELER,LLC HYANNIS,MASSACHUSETTS AUGUST 2003" The submitted design report proposes a 42,900 gallon per day(gpd)wastewater treatment facility that includes the existing RBC system and the installation of the following major items: 1. Installation of a 10,000 gallon primary tank. 2. Installation of a 9,000 gallon flow equalization tank. 3. Installation of a UV disinfection unit. 4. Installation of additional leaching pits. This information is available in alternate format.Call Debra Doherty,ADA Coordinator at 617-292-5565.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep C�1 Printed on Recycled Paper 2 The Department hereby approves the wastewater treatment facility as shown on the above mentioned the engineering report,hydrogeologic evaluation and soil absorption system plans subject to the following: 1. Construction shall be in strict conformance with the submitted design report, soil absorption system plans cited above and provisions of this approval.No changes shall be made without the prior written approval of the Department. 2. Subsurface components of the system shall not be backfilled or otherwise concealed from view until the Department has conducted an inspection and permission has been granted by the Department to backfill the system. 3. A clear water test of the proposed treatment system must be performed prior to the system being put on-line. The clear water test shall be scheduled at least twenty-one (2 1)days in advance so that Department personnel can be present. 4. Fourteen(14)days prior to the clear water test, a contract for engineering consulting services, for a term of two (2)years, shall be submitted to this office for review. 5. Fourteen(14)days prior to the clear water test, a copy of a contract with a licensed septage hauler shall be submitted to this office. Said contract shall state the approved facility where the septage/sludge and industrial waste is to be transported for final disposal. Said contract shall be good for at least one(1) year. 6. Fourteen(14)days prior to the clear water test,an operation and maintenance manual prepared in accordance with 314 CMR 12.04(1)shall be submitted to this office for review. 7. Fourteen(14)days prior to the water test,written certification that the system was constructed in accordance with the submitted design report and soil absorption system plans cited above shall be submitted by a Professional Engineer registered in the Commonwealth of Massachusetts. Nothing in this provision is intended to interfere with the right of the Department to inspect the facility at any time during construction in order to assess compliance with this approval. 8. Fourteen(14)days prior to the water test, a spare parts inventory list for the new equipment shall be submitted to this office. All spare parts must be on-site at the time of the clear water test. 9. Operation and maintenance of the facility must be in accordance with 314 CMR 12.00: "Operation and Maintenance and Pretreatment Standards for Wastewater Treatment Works and Indirect Discharges" and 257 CMR 2.00: "Rules and Regulations for Certification of Operators of Wastewater Treatment Facilities". 10. The referenced facility has been rated by this office(in accordance with 257 CMR 2.00)and it has been tentatively determined that the proposed wastewater treatment plant is a Grade 5 facility. For official approval we will forward this grading to the Board of Certification of Wastewater Treatment Plant Operators. Therefore,please be advised that as a Grade 5 facility, it is required that the person in responsible charge(Chief Operator)possess a valid Grade 5 Massachusetts Wastewater Treatment Operator's License. Also,a backup operator must be provided who shall possess at least a valid Grade 5 license. 11. The operation of the referenced facility must comply with all the requirements listed in the Groundwater Discharge Permit SE 576— 1. 12. This approval pertains to the discharge of sanitary waste only.Non-sanitary waste shall not be discharged into the proposed wastewater treatment facility. 13. The owner/operator of the system shall properly operate and maintain the system at all times in accordance with this approval, submitted design report and soil absorption system plans cited above. 3 14. The owner/operator shall furnish the Department,within a reasonable time, any information, which the Department may request to determine whether cause exists for modifying, revoking,reissuing or terminating this approval or to determine whether the owner/operator is complying with the terms and conditions of this approval. 15. The facility served by the system and the system itself shall be open to inspection by the Department at all reasonable times. 16. As-built plans of this modification to the wastewater treatment facility shall be submitted to this office of the Department within ninety(90) days of the Department's authorization to operate the facility as modified. 17. The Department must approve in writing any expansion of the facility resulting in additional sewage flows to the wastewater treatment facility. The Department recognizes that the permittee will not be able to meet all the permit requirements listed in the Groundwater Discharge Permit SE 576— 1 until the permittee has completed all the upgrades to the wastewater treatment facility outlined in this approval letter. The Department will exercise its enforcement discretion and not enforce the permit requirements listed in the Groundwater Discharge Permit SE 576— 1 as long as the proposed upgrades proceed in a timely fashion. In the interim,the permittee has to fully comply with the requirements listed in the Groundwater Discharge Permit SE 576-0. Should you have any questions regarding this matter,please contact Christos Dimisioris at (508) 946-2736. Very truly yours, This linal dncament copy is being pr#�W to you olectronicalh by the lkpartment of Environmental Protection.A signed copy of this document is on file at the UP mice listed on the letterhead. Brian A. Dudley Bureau of Resource Protection D/CD/bh cc: J. Jefferson Gregg, P.E. Stearns & Wheler, LLC '255 Stevens Street :Hyannis, MA 02601 ecc: Thomas McKean Barnstable Public Health Division P.O. Box 534 Hyannis,Massachusetts 02601 DEP-Boston ATTN: Wastewater Management COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 MITT ROMNEY ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner January 27,2004 Jack Harris RE: BARNSTABLE: BRPWPI I, Barnstable Town of Barnstable Horace Mann Charter School 367 Main Street Wastewater Treatment Facility Hyannis, Massachusetts 02601 Permit No.: SE 576 - 1 Transmittal No. W 033687 Dear Mr. Harris: In response to your application for a permit to discharge into the ground a treated effluent from the wastewater treatment facility located at the Barnstable Horace Mann Charter School Wastewater Treatment Facility and after due public notice, I hereby issue the enclosed final permit. The Department, during the public comment period, received no comments objecting to the issuance or terms of this permit. Therefore, in accordance with 314 CMR 2.08, the permit becomes effective upon issuance. Parties aggrieved by the issuance of this permit are hereby advised of their right to request an Adjudicatory Hearing under the provision of Chapter 30A of the Massachusetts General Laws and 314 CMR 1.00: Rules for the Conduct of Adjudicatory Proceeding. Unless the person requesting the adjudicatory hearing requests and is granted a stay of the terms and conditions of the permit,the permit shall remain fully effective. Should you have any questions regarding this matter,please contact Christos Dimisioris at (508) 946-2736. Very truly yours, Thh final document copy is berg pro4idel to you dectrvniealh by the Dtpartmeet of Environmental Protettiom A signed cope of this document is an file at the DEP offitt Usted on the k terb€ad. Brian A. Dudley Bureau of Resource Protection D/CD/ This information is available in alternate format.Call Debra Doherty,ADA Coordinator at 617-292-5565.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep �"a Printed on Recycled Paper 2 Enclosure: (Permit) cc: J. Jefferson Gregg, RE. Stearns & Wheler, LLC 255 Stevens Street Hyannis, MA 02601 (With enclosure) ecc: Thomas McKean Barnstable Public Health Division P.O. Box 534 Hyannis,Massachusetts'02601 (With enclosures) DEP-Boston ATTN: Wastewater Management ,(With enclosures) DEP-SERO (with enclosure) ATTN: Laura Patriarca Marston Mills Middle School final cover letter.doc I GROUNDWATER DISCHARGE PERMIT Name and Address of Applicant: Town of Barnstable, (Barnstable School Department), 835 Falmouth Road,Hyannis, Massachusetts 02601. Date of Application: August 11, 2003 Application/Permit No. 1-576 Date of Issuance: January 27, 2004 Date of Expiration: January 27, 2009 Effective Date: January 27, 2004 AUTHORITY FOR ISSUANCE Pursuant -to authority granted by Chapter 21, Sections 26 53 of the Massachusetts General Laws, as amended, the following permit hereby issued to: Town of Barnstable (hereinafter called "the permittee") authorizing discharges from the Barnstable Horace Mann Charter School, 730 Osterville—West Barnstable Road, Marstons Mills on site wastewater treatment facility to the ground, such authorization beingexpressly conditional on compliance b the ermittee with all p Y p Y p terms and conditions of the permit hereinafter set forth. This final documeat copy is being prolided to you electrvnic21l,by the Department of Environmental Protection.Aligned copy ofthis document Is on file at the EP office listed on the lefforbead, Brian A. Dudley Date Bureau,of Resource Protection Barnstable Horace Mann Charter School SE#: 1-576 I. SPECIAL CONDITIONS A. Effluent Limits The permittee is authorized to discharge into the ground from the wastewater treatment facilities for which this permit is issued a treated effluent whose characteristics shall not oxceed the following values: Effluent Characteristics Discharge Limitations Flow 42,900 GPD Oil and grease 15 mg/1 Total Suspended Solids (TSS) 10 mg/1 Biochemical Oxygen Demand, 5-day 30 mg/l @20°C (BOD5) i Fecal Coliform 200 colonies/100 ml Turbidity 5 NTU Total Nitrogen(NO2+NO3 +TKN) 10 mg/1 Nitrate-Nitrogen 10 mg/l 0 a) The pH of the effluent shall not be less than 6 nor greater than 9 at any time, or not more than 0.2 standard units outside the naturally occurring range. b) The discharge of the effluent shall not result in any demonstrable adverse effect on the groundwater or violate any water quality standards that have been promulgated. c) The monthly average concentration of BOD and TSS in the discharge shall not exceed 15 percent of the monthly average concentrations of BOD and TSS in the influent into the permittee's wastewater treatment facility. ld) When the.effluent discharged for a period of 90 consecutive days exceeds 80 percent of the permitted flow limitations, the permittee shall submit to the permitting authorities projected loadings and a program for maintaining satisfactory treatment levels consistent with approved water quality management plans. 2 Barnstable Horace Mann Charter School SE#: 1-576 B. Monitoring and Reporting h 1. INFLUENT: The permittee shall monitor and record the quality of the influent waste stream to the facility according to the following schedule and other provisions: Parameter Minimum Frequency of Sample Type Analysis pH Daily Grab BOD5 Monthly 24-Hour Composite Total Suspended Solids Monthly 24-Hour Composite Total Solids Monthly 24-Hour Composite Oil and grease Monthly Grab Nitrite Nitrogen Monthly 24-Hour Composite Nitrate Nitrogen Monthly 24-Hour Composite Total Kjeldahl Nitrogen Monthly 24-Hour Composite (TKN) Ammonia Nitrogen Monthly 24-Hour Composite Total Nitrogen(NO2+ Monthly Calculated NO3 +TKN) Volatile Organic Annually Grab Compounds' 'USEPA Method#624 3 Barnstable Horace Mann Charter School SE#: 1-576 EFFLUENT: The permittee shall monitor and record the quality and quantity of effluent at the effluent pump chamber to the leaching area according to the following schedule and other provisions: Parameter Minimum Frequency Sample Type of Analysis Flow Daily Max-Min-Average Turbidity Continuous Max-Average pH Daily Grab Total Suspended Solids Weekly 24-Hour Composite Total Solids Monthly 24-Hour Composite Total Phosphorus Quarterly Grab Orthophosphate Quarterly Grab Oil & Grease Monthly Grab Fecal Coliform 2 /Week Grab BOD5 Weekly 24-Hour Composite Copper Quarterly Grab Chromium Quarterly Grab Cadmium Quarterly Grab Lead Quarterly Grab Zinc Quarterly Grab Mercury Quarterly Grab Total Culturable Viruses Quarterly Grab MS-2 Coliphage Quarterly Grab 4 Barnstable Horace Mann Charter School SE#: 1-576 a Nitrate Nitrogen Weekly 24-Hour Composite Nitrite Nitrogen Weekly 24-Hour Composite Total Kjeldahl Nitrogen Weekly 24-Hour Composite (TKN) Ammonia Nitrogen Weekly 24-Hour Composite r. i Total Nitrogen(NO2+ Weekly Calculated NO3 +TKN) Volatile Organic 2X Annually Grab Compounds' 'USEPA Method#624 2. The permittee shall monitor, record and report the quality of water in the six approved monitoring wells (GWMW# 8 upgradient, GWMW# 5, GWMW# 6, GWMW#4, GWMW#3 and GWMW# 2 downgradient) as shown on a plan titled"Existing Site Plan, Marstons Mills Middle School, Barnstable, Massachusetts" dated August, 2003, submitted by Stearns & Wheler, LLC, according to)the following schedule and other provisions: Parameter Frequency of Analysis Static Water Level Quarterly Specific Conductance Quarterly pH Quarterly Total Phosphorus Quarterly Orthophosphate Quarterly Total Nitrogen(NO2+NO3+TKN) Quarterly Nitrate-Nitrogen Quarterly Volatile Organic Compounds' 2X Annually IUSEPA Method#624 5 Barnstable Horace Mann Charter School SE#: 1-576 3. Any grab sample or composite sample required to be taken less frequently than daily shall be taken during the period of Monday through Friday inclusive. All composite samples shall be taken between 8:00 a.m. and 6:00 p.m.. The permittee shall submit all monitoring reports within 30 days of the last day of the reporting month. Reports shall be on an acceptable form,properly filled and signed and shall be sent to the Department of Environmental Protection, Southeast Regional Office,20 Riverside Drive, Lakeville,MA 02347, and to the Director of Watershed Permitting, Department of Environmental Protection, Watershed Permitting Group, One Winter Street, Boston,MA 02108, and to the Board of Health, P.O. Box 534,Hyannis,MA 02601. C. Supplemental Conditions 1. The permittee shall notify the Department at least thirty(30) days in advance of the proposed transfer of ownership of the treatment works for which this permit is written. Said notification shall include a written agreement between the existing and new permittees containing a specific date for transfer of permit, responsibility, coverage and liability between them. 2. A staffing plan for the treatment works shall be submitted to the Department once every two years or whenever there are staffing changes. 3. The permittee shall contract to have any and all solids and sludges generated by the treatment works for which this permit is issued removed off site by a properly licensed waste hauler for disposal at an EPA/DEP approved facility. The name and license number of the hauler along with the quantity of wastes removed and the date(s) of removal shall be reported by the permittee in writing to the Department. D. Appeal Rights This Permit is an action of the Department. Any person aggrieved by this action may request an Adjudicatory Hearing. A request for a hearing must be made in writing and postmarked within thirty(30) days of the Permit issuance date. Under 310 CMR 1.01(6)(b),the request must state clearly and concisely the facts,which are the grounds for the request, and the relief sought. The Hearing request along with a valid check payable to the Commonwealth of Massachusetts in the amount of one hundred dollars($100.00)must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston,MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver as described below. The filing fee is not required if the appellant is a city or town(or municipal agency), county, or district of the Commonwealth of Massachusetts, or a 6 Barnstable Horace Mann Charter School SE#: 1-576 municipal housing authority. The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file,together with the hearing request as provided above, an affidavit setting forth the facts believed to support the claim of undue financial hardship II. GENERAL PERMIT CONDITIONS The following conditions apply to all permits: 1. No discharge authorized in the permit shall result in a violation of the Massachusetts Surface Water Quality Standards (314 CMR 4.00) or the Massachusetts Ground Water Quality Standards(314 CMR 6.00), or any amendments thereto. Upon promulgation of any .amended standard,this permit may be revised or amended in accordance with such standard and 314 CMR 2.10 and 3.12 or 5.12. For purposes of determining compliance with ground water quality standards, a violation of the ground water quality standards, and the discharge permit,will be determined to occur when any parameter measured in any downgradient well exceeds the applicable criteria listed in 314 CMR 6.06. In those cases where it is shown that a measured parameter exceeds the applicable criteria listed in 314 CMR 6.06 at the upgradient monitoring well, a violation of the ground water quality standards and the discharge permit will be determined to occur when it is shown that a measured parameter in any downgradient well exceeds the level of that same measured parameter in the upgradient well for the same sampling period. A statistical procedure approved by the Department shall be used in determining when a measured parameter exceeds the allowable level. 2. Duty to comply. The permittee shall comply at all times with the terms and conditions of the permit, 314 CMR,M.G.L. c. 21, §§ 26 through 53 and all other applicable state and federal statutes and regulations. 3. Standards and prohibitions toxic pollutants. The permittee shall comply with effluent standards or prohibitions established under PL 92-500, § 307(a) for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even if the permit has not yet been modified to incorporate the requirement. 4. Proper operation and maintenance. The permittee shall at all times properly operate and maintain all facilities and equipment installed or used to achieve compliance with the terms and conditions of the permit, and in accordance with 314 CMR 12.00. 5. Duty to halt or reduce activity. Upon reduction, loss, or failure of the treatment facility,the permittee shall,to the extent necessary to maintain compliance with its permit,control production or discharges or both until the facility is restored or an alternative method of treatment is provided. It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of the permit. 6. Power Failure. In order to maintain compliance with the effluent limitations and prohibitions of this permit,the permittee shall either: a. provide an alternative power source sufficient to operate the wastewater control facilities; or 7 Barnstable Horace Mann Charter School SE#: 1-576 b. halt, reduce or otherwise control production and/or all discharges upon the reduction, loss, or failure of the primary source of power to the wastewater control facilities. 7. Duty to mitigate. The permittee shall take all reasonable steps to minimize or prevent any adverse impact on human health or the environment resulting from non-compliance with the permit. 8. Duty to provide information. The permittee shall furnish to the Department within a reasonable time any information which the Department may request to determine whether cause exists for modifying,revoking and reissuing, or terminating the permit, or to determine whether the permittee is complying with the terms and conditions of the permit. 9. Inspection and entry. The permittee shall allow the Department or its authorized representatives to: a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted, or where records required by the permit are kept; b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of the permit; C. Inspect at reasonable times any facilities, equipment,practices,or operations regulated or required under the permit; and d. Sample or monitor at reasonable times for the purpose of determining compliance with the terms and conditions of the permit. 10. Monitoring. Samples and measurements taken for the purpose of monitoring shall be representative of the monitored activity. Monitoring must be conducted according to test procedures approved under 40 CFR Part 136 unless other test procedures are specified in the permit. 11. Record keeping. The permittee shall,retain records of all monitoring information including all calibration and maintenance records and all original strip chart recordings for continuous :monitoring instrumentation, copies of all reports required by the permit, and all records of .all data used to complete the application for the pen-nit, for a period of at least three years from the date of the sample,measurement,report or application. This period may be extended by request of the Department at any time. Records of monitoring information shall include: .a. The date, exact place, and time of sampling or measurements; b. The individual(s)who performed the sampling or measurement; c. The date(s)analyses were performed; d. The individual(s)who performed the analyses; e. The analytical techniques or methods used; and f. The results of such analyses. 12. Prohibition of bypassing. Except as provided in 314 CMR 5.19(13),bypassing is prohibited, and the Department may take enforcement action against a permittee for bypassing,unless the discharge is to a surface water and: a. The bypass was unavoidable to prevent loss of life,personal injury,or severe property damage; b. There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,retention of untreated wastes, or maintenance during normal periods of equipment downtime. This condition is not satisfied if the permittee 8 Barnstable Horace Mann Charter School SE#: 1-576 could have installed adequate backup equipment to prevent a bypass which occurred during normal periods of equipment downtime or preventive maintenance; and C. The permittee submitted notice of the bypass to the Department: i. In the event of an anticipated bypass at least ten days in advance, if possible; or ii. In the event of an unanticipated bypass as soon as the permittee has knowledge of the bypass and no later than 24 hours after its first occurrence. 13. Bypass not exceeding limitations. The permittee may allow a bypass to occur which does not cause effluent limitations to be exceeded,but only if necessary for the performance of :essential maintenance or to assure efficient operation of treatment facilities. 14. Permit actions. The permit may be modified, suspended, or revoked for cause. The filing of a request by the permittee for a permit modification,reissuance, or termination, or a notification of planned changes or anticipated non-compliance does not stay any permit condition. 15. Duty to reapply. If the permittee wishes to continue an activity regulated by the permit after the expiration date of the permit,the permittee must apply for and obtain a new permit. The permittee shall submit a new application at least 180 days before the expiration date of the existing permit,unless permission for a later date has been granted by the Department. 16. Property rights. The permit does not convey any property rights of any sort or any exclusive privilege. 17. Other laws. The issuance of a permit does not authorize any injury to persons or property or invasion of other private rights,nor does it relieve the permittee of its obligation to comply with any other applicable Federal, State, and local laws and regulations. 18. Oil and hazardous substance liability.Nothing in the permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject under PL 92-500, § 311, and M.G.L. c. 21E. 19. Removed substances. Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters shall be disposed in a manner consistent with applicable Federal and State laws and regulations including, but not limited to,the Massachusetts Clean Waters Act, M.G.L. c. 21, §§ 26 through 53 and the Clean Water Act, P.L. 92-500,as amended by P.L. 95-217 and P.L. 95-576, 33 U.S.C. 1251 et seq,the Massachusetts Hazardous Waste Management Act, M.G.L. c. 21C, and the federal Resource Conservation and Recovery Act, 42 U.S.C. § 6901, et seq., 310 CMR 19.00 and 30.000, and other applicable regulations. 20. Reporting requirements. a. Monitoring reports. Monitoring results shall be reported on a Discharge Monitoring Report(DMR)at the intervals specified elsewhere in the permit. If the permittee monitors any pollutant more frequently than required by the permit,the results of this monitoring shall be included in the calculation and reporting of the data submitted in the DMR. b. Compliance schedules. Reports of compliance or non-compliance with,or any progress reports on, interim and final requirements contained in any compliance schedule of the permit shall be submitted no later than 14 days following each schedule date. 9 Barnstable Horace Mann Charter School SE#: 1-576 C. Planned changes. The permittee shall give notice to the Department as soon as possible of any planned physical alterations or additions to the permitted facility or activity which could significantly change the nature or increase the quantity of pollutants discharged.Unless and until the permit is modified, any new or increased discharge in excess of permit limits or not specifically authorized by the permit constitutes a violation. d. Anticipated non-compliance. The permittee shall give advance notice to the Department of any planned changes in the permitted facility or activity which may result in non-compliance with pen-nit requirements. e. 24 hour reporting. The permittee shall report any non-compliance which may endanger health or the environment. Any information shall be provided orally within 24 hours from the time the permittee becomes aware of the circumstances. A written submission shall also be provided within five days of the time the permittee becomes aware of the circumstances. The written submission shall contain a description of the non-compliance, including exact dates and times, and if the non-compliance has not been corrected,the anticipated time it is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the non-compliance. The following shall be included as information which must be reported within 24 hours: i. Any unanticipated bypass which exceeds any effluent limitation in the permit. ii. Violation of a maximum daily discharge limitation for any of the pollutants listed by the Department in the permit to be reported within 24 hours. f. Other non-compliance. The permittee shall report all instances of non-compliance not reported under 314 CMR 5.19(20)(a), (b), or(e) at the time monitoring reports are submitted. The reports shall contain the information listed in 314 CMR 5.19(20)(e). g. Toxics. All manufacturing, commercial, mining, or silvicultural dischargers must notify the Department as soon as they know or have reason to believe: i. That any activity has occurred or will occur which would result in the discharge of any toxic pollutant listed in 314 CMR 3.16 which is not limited in the permit, if that discharge will exceed the highest of the following notification levels: (1) 100 micrograms per liter(100 µg/1); (2) 200 micrograms per liter(200 µg/1)for acrolein and acrylonitrile; 500 micrograms per liter(500 µg/1)for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter(1 mg/1)for antimony; (3) Five times the maximum concentration value reported for that pollutant in the permit application; or ii. That they have begun or expect to begin to use or manufacture as an intermediate or final product or byproduct any toxic pollutant which was not reported in the permit application. 10 Barnstable Horace Mann Charter School SE#: 1-576 h. Indirect dischargers. All Publicly Owned Treatment Works shall provide adequate notice to the Department of the following: i. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to PL 92-500, § 301 or 306 if it were directly discharging those pollutants; and ii. Any substantial change in the volume or character of pollutants being introduced into the POTW by a source introducing pollutants into the POTW at the time of issuance of the permit. iii. For purposes of 314 CMR 5.19, adequate notice shall include information on the quality and quantity of effluent introduced into the POTW, and any anticipated impact of the change on the quantity or quality of effluent to be discharged from the POTW. i. Information. Where the permittee becomes aware that it failed to submit any relevant facts in a pen-nit application, or submitted incorrect information in a permit application or in any report to the Department, it shall promptly submit such facts or information. 21. Si ng atory requirement. All applications,reports, or information submitted to the Department shall be signed and certified in accordance with 314 CMR 3.14 and 5.14. 22. Severability. The provisions of the permit are severable, and if any provision of the permit, or the application of any provision of the permit to any circumstance, is held invalid,the application of such provision to other circumstances, and the remainder of the permit, shall not be affected thereby. 23. Reopener clause. The Department reserves the right to make appropriate revisions to the permit in order to establish any appropriate effluent limitations, schedules of compliance, or other provisions which may be authorized under the Massachusetts Clean Waters Act, M.G.L. c. 21, §§ 26 through 53 or the Clean Water Act, P.L. 92-500, as amended by P.L. 95-217 and P.L. 95-576, 33 U.S.C. 1251 et seq in order to bring all discharges into compliance with said statutes. 24. Approval of plans and specifications for treatment works. All discharges and associated treatment works authorized herein shall be consistent with the terms and conditions of this permit and the approved plans and specifications. Any modification to the approved treatment works shall require written approval of the Department. 25. Transfer of Permits. a. RCRA facilities. Any permit which authorizes the operation of a RCRA facility which is subject to the requirements of 314 CMR 8.07 shall be valid only for the person to whom it is issued and may not be transferred. b. Transfers by modification. Except as provided in 314 CMR 5.19(24)(a)and(c), a permit may be transferred by the permittee to a new owner or operator only if the permit has been modified or revoked and reissued or a minor modification made to identify the new permittee. C. Automatic transfers. As an alternative to transfers under 314 CMR 5.19(24)(b), any permit may be automatically transferred to a new permittee i£ i. The current permittee notifies the Department at least 30 days in advance of the proposed transfer date in 314 CMR 5.19(2); 11 Barnstable Horace Mann Charter School SE#: 1-576 ii. The notice includes a written agreement between the existing and new permittees containing a specific date for transfer of permit responsibility, coverage, and liability between them; and iii. The Department does not notify the existing permittee and the proposed new permittee of the Department's intent to modify or revoke and reissue the permit. A modification under 314 CMR 5.19(24)(c)may also be a minor modification. If this notice is not received,the transfer is effective on the date specified in the agreement mentioned in 314 CMR 5.19(24)(c)2. 26. Permit Fees. Any permittee, other than a public entity,required to obtain a surface water or ground water discharge permit pursuant to M.G.L. c. 21, § 43 and 314 CMR 3.00 and 5.00, shall be required annually to obtain an inspection certificate from the Department, and submit the information and fee associated therewith in accordance with 314 CMR 2.12. Marstons Mills Middle School.doc 12 �1 No........ ....... Fimic....,&................. TEE COS*MONW-EALTH OF MASSACHUSETTS BOARD OF HEALTH Appliration -for Bi_qpoiittl Works Tofu trurtion Vamit Application is hereby'made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: Q Locat Address 14 .. Lot oL/� . - -�..C!� -�... Add ress >-... O nerd' ~ �1. .. .. .--•---------------------•---------•-- Installer Address d Type of Bu_ldin Size Lot.._.. ...O�..tA...�.-......Sq. feet U Dwellin —No. of Bedrooms. -_ ------------------Expansion Attic �1 J Garbage Grinder aOther—Type of Building .. r 4 -�....... No. of persons-------Z.-............. Showers ( j ) — Cafeteria ( ) dOther fixtures ------------------------------------------------------------------------------------•----••-•-----------•--------------------.-.--------------------- W Design Flow.... �?�J------------------------gallons per person per day. Total daily flow............ L---------------....gallons. W ._Septic Tank—Liquid capacity .gallons Length-----�.------- Width.... _... Diameter................ Depth---------------- x Disposal Trench—No..................... Width.................... Total Length-------.------_.__ Total leaching ---------sq. ft. Seepage Pit No--------------------- Diameter---..-------..------ Depth below i et.......---........-- Total eac 'tg area------------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) B •�I$--77 o. . aPercolation Test Results Performed by-------------------------------------------------------------------------- Date...............---------------•-------- a Test Pit No. 1................minutes per inch Depth of "Pest Pit..----.-..--..--_-- Depth to ground water-..----................. f14 Test Pit No. 2----------------minutes per inch Depth of Test Pit.............-...... Depth to ground water-------------.._.---.._. a -----------W-------�--- :..-----------•........ c� l j� Descripti��of Soil. e� ® � 1 tta '-- T_- -- �`z .ss? ------- - --------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------- V Nature of Repairs or Alterations—Answer when applicable_-------------------------------------------------------------------------..__._____.._.__.. ----------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------- ;. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article NI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of healt I Sig d ----------------••.. -- -------------- r Date Application Approved By------ 'u l 41-! 7_77 Date Application Disapproved for the following reasons---------------_- .....- ------------------------------------------------------------- ------------------- ..--•----------------------------•---------------------------------------------------------------------....--------------------------------------------------------------------------------------- -•---- Date Permit No......................................................... Issued....... -"----- --7� ........................ Date `_-..... 40 No...... I....... F ................... TWE. CONsMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......... . ....._..__....OF..................................... .................................................... Applikattion -for Disposal Morks Tonstrurtion Prrutit Application is 4reby'made for a Permit to Construct or Repair-( an Individual Sewage Disposal System at: .................................................................. ............. ............. . ................... ............. ........ h Locati Address or Lot04A ...........r*vP., 4 IL4 . ............. ..... y...................... ..... j............................... ;o .,e,4 4�nr 51M Ag1dress . ..........$ ............................. .......I ...vA—Vt N��....................................... Installer: Address Type of Buildin Size Lot..................4-—------Sq. feet o, Now 0 .. G DwellinjK-No. of Bedioo"ms'---———------------------------ -----Expansion Attic Garbage Grinder Otiier—Type of.-Building ,M 4.0,L....... No. of persons-------Z_-_�............. Showers Cafeteria P4 .14 Other"fixtures ------- --------------------------------------------------------------------------------------------------;�............................... W Design Flow . .........................gallons per pet-son per day. Total daily flow............d......Q--------------------gallons. �Y4 Septic Tanki---eT Liquid capacityj gallons ' Length.... Width..............' .. Diameter__- ......... Depth.. ........... . DiVq5al Trench No..................... Width................._. Total Length--------------- Total leaching.'area---------------- .....sq. ft. Seepage Pit No.... ............... Diameter......_.....__...... Depth,below igiet To;ta�1_1eAag re.a'-:---------------sq. f t. Other Distribution box Dosing'tank P-7 Z _�/.............. Percolation Test Results Perf6-rm.f_,d,1by--- ----------------------------------------------------------------------- Date:___...........-------------------------- 14 e � I Test Pit No. I................minutes pekinch' 'Depth of Test Depth to -round water...___._ ::-- _.-. -- t� Test Pit No,. 2...............:minutes per inch Depth of TestPit Depth PiJ to ground water__._______._.-._____... VxP4 ........ ............. ------- -A------- ------41 - -------------------.........-. . -----.---A-P- .--. 0Descrp ton ( Soil......... &rx A�Z ------- j--_I ---------------------------- - I d -------------------------------------- ------------ ------------------------------------------------------------------------------------ .........------------------- ----------------------------------------------------------1__I--I------ U Nature of Repairs or Alterations—Answer when applicable-----------------------------------:--------------_----------- -------------------------- ------------------------------------------------------------............................................................................................................. ---- ---------------------- Agreement The undersigned agrees to install the aforedescrit ed Individual Sewage Disposal System irf accordance with the provisions of Article XI of the State Sanitary Code—The undersigned fufflier %rees not to place the systern in operation until a Certificate of Compliance has been issued by the board of healt !Sig ..... .. ........ . ...................................... ............................... Date Application Approved By--_... - ------ ....... ...................I 1�1�7 ------- .... ------------- 4 Date Application Disapproved for the following reasons:.... ............... ....... ---------------------------------................................................. ......................................................................................................................................................................................................... Date Permit No............................................. ............ Issued----------------- --------------- ............... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......... ........._OF........t.ea ....... ............................ (Entifiratr of Tlimpliatta HIS IE TO CERDTY,, That the Individual Sewage Disposal System constructed or Repaired .................b, ...... .................... - ------------------------------------------------------------------ stal at..!n. ............... has been installed in accordance with the provisions of .I f The State Sanitary Code as cLescribed in the Ilk application for Disposal Works Construction Permit N0--- ................. ........... dated------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SAT#. FACTO-RY. DATE. ... ;Z ,, - 'for ... ............................................................... lnsp�p ------------- ------------------------------------------------------- ............. THE COMMONWEALTH OF'IMASSACHUSETTS BOARD .9f HEAL. H. F.................... .... ..—.. .............•................. No.......... ............. FEE.... arks natrurfiou ramit Pern issi2n is eby-granted.____ -- ...... --_------------------------------------------------------------------------------------- to C or R ir an 5�vjd` I Sewa pis I'System 4 - -------------------------------------------------------------------- ....... at Noonrot?'V; ... .. 4 >;p--------- Street - Constructions as shown on the application for Disposal.�, Zs t aced_...__ ....... .. A .......... ------ .... .. ----- .. ......................... 4; Board o(Health,' DATE_. ............................... ........................ ell FORM 1255 HoeSS &WARREN. INC.. PUBLISHERS or- No. BOARD OF HEALTH Fee-------- (� $� TO OF BARNSTABLE iv 0 �05 pplicat ion for Veil Construction ermit cation is hereby made for a permit to Construct (Alter or Repair ( )an individual Well at: Location.— Address Assessors Map and Parcel Owner Address ------- A-1 ----—----- Installer— Driller /Address Type of Building Dwelling Other - Type of Building No. of Persons---------______—_. ____. Type of Well Capacity Purpose of Well Agreement: The undersigned agrees to install the aforidescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private W 11.1 rotection Regulation - The undersigned further agrees not to place the well in operation until-a C ific pliance has been issued by the Board of Health. Sign J d Application Approved ByA- dtte/ Application Disapproved for the following re Permit No. Issued date ate BOARD OF HEALTH TOWN OF BARNSTABLE THIS IS TO C Certificate (Of Compliance CE,�TG� � That the Individual Well Constructed (''Altered or Repaired by--- -------____—__-__------------ Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Healt vate Well Protection Regulation as described in the application for Well Construction Permit NoU)Axk64--- rria1ted THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE.WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector---------------------------- ---- hl/` LC G°42 ' ': �>' r ate _ ���'ram.• VVV �� No.� _ ,... ;. F,� ";`-. � Fee--------- BOARD OF HEALTH T0W,N OF BARNSTABLE o 65 _ on rlVrir CoOtructcon rrmit Application,is hereby made for a•perm4-t-vto Construct (k-Y-, Alter ( ), or Repair ( .-)an individual Well at: Location — Address Assessors Map and Parcel .. i _ . r;:. Owner. - - � Address _ F� -- ——`—--- —_ _ �- � . � p — —-------- a Initallei.,— Driller /Address Type of Building . Dwelling=-->--------------------------------------- f Other - Type of Building--=------- --------- No. of Persons---------------.--__—__—___________ Type of Well-� Sp =--:—________—__- Capacity � m-- Purpose of Well---- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until•a C-rtificat iCo pliance has been issued by the Board of Health. Signe -- j Application Approved By -n ''LiA' __ 01 l v_ T J date Application Disapproved for the following red ns: ------ date Permit No. Issued— ----- ----- -— � Z Fate ',----------------------------------------------------------. -- _--------------- BOARD OF HEALTH TOWN OF BARNSTABLE Crrtifitatr Of Compiiancr THIS IS TO CERTIFY, That the Individual Well Constructed (y Altered ( ), or Repaired ( ) Installer ^ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Privateell Protection Regulation as described in the application for Well Construction Permit NoUi)Lated------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---- — - -- Inspector-- - -----------------= - ----------------------------------------------------------------------------------------------------ate BOARD OF HEALTH TOWN OF BARNSTABLE Vrit Con0ruct ion Vrrmit No. Fee- Permission is hereby granted -� �F off`_ -__-- to Construct (14, Alter ( ), or Repair ( ) an Individual Well at: No. 1 ----------------------- Street_ as shown on toe appli. lion for Well Construction Permit ((��...- No.- D �CL_ __— ----- Dated--- --v=''' —- ------�;�--'-------------- - _7--- ------------------ _ 7-1 P - DATE OBoard of Health f - r i down cape engineering, inc, CIVIL MAIW k_'5 & LMI? 5UMYOP,5 959 MAIN 5f/ WL9 6A YAI;MOUffOU, MA 02675 (506) 562-4 41 FAX (508) 562-9850 TRANSMITTAL SHEET DATE: July 6,2004 i TO: Brian Dudley-BRP DEP SERO FROM:Daniel A. Ojala,PLS,EIT Down Cape Engineering Inc. "`� l --- CC: Tim Williams-WBC,LLC Judith Barnet-Housing Land Trust for Cape-Cod RE:HousingLand Trust for Cape Cod Property-sewer connection to Barnstable Horace Mann o5L361 Charter School WWTF-DEP Permit No. SE 576-1 Tra"SM.'Af J # W Enclosed please find the permit application and plans for a Minor Sewer Extension to allow the affordable housing complex to connect the Horace Mann Charter School WWTF. Also enclosed please find the Agreement between the HLT and the Town of Barnstable which legally describes the HLT's responsibilities and obligations for the proposed connection to the school's WWTF. Please have your legal department review this for adequacy if required. 1 have also attached the MEPA Certificate for the sewer extension/WWTF expansion which covers this project. The Certificate stating no EIR was required was issued June 23,2003. The applicant is anxious to begin construction, so if there is any way to expedite your review,it i would be greatly appreciated. Please do not hesitate to call with any questions or comments. i f ' r dawn cape enciineerinq, inc, �- C1V11.ENGIM16 & LANO 5UMYOP5 939 MAIN 5f/ WMT- 6A YAI?MOUTNf'M, MA 02619 (905) 562-4541 PAX C 508) 362-9880 TRANSMITTAL SHEET DATE: July 6,2004 TO: Brian Dudley-BRP DEP SERO FROM:Daniel A. Ojala,PLS,EIT Down Cape Engineering — CC: Tim Williams-WBC,LLC Judith Barnet-Housing Land Trust for Cape Cod RE: Housing Land Trust for Cape Cod Property-sewer connection to Barnstable Horace Mann Charter School WWTF-DEP Permit No. SE 576-1 TrWASM,t}'J #1 W fly 1-361 Enclosed please find the permit application and plans for a Minor Sewer Extension to allow the affordable housing complex to connect the Horace Mann Charter School WWTF. Also enclosed please find the Agreement between the HLT and the Town of Barnstable which legally describes the HLT's responsibilities and obligations for the proposed connection to the school's WWTF. Please have your legal department review this for adequacy if required. I have also attached the MEPA Certificate for the sewer extension/WWTF expansion which covers this project. The Certificate stating no EIR was required was issued June 23,2003. < The applicant is anxious to begin construction, so if there is any way to expedite your review,it would be greatly appreciated. Please do not hesitate to call with any questions or comments. Commonwealth o lMlassachusetts Division of Marine Fisheries ,__.r� 25.1 Causeway Street Suite 400 Boston, MA 02114 _ V Paul I Diodati (617) 626.1520 Direc!or Fax (617) 626.1509 June 17, 2003 Ellen Roy Heafelder,'Secretary Executive Office of Environmental Affairs,-Attu: MEPA Office Deirdre Buckley, EOEA 4 13025 2.51 Causeway Street, Suite 900 Boston,MA 02114-2150 Dear Secretary.Herzfelder: The Division of.Marine Fisheries has reviewed the Environmental Notification Form (EOEA# 13025) for the Marston Mills Middle School—Wastewater Treatment Facility expansion in Barnstable,Massachusetts with regards to potential impacts to marine fisheries resources. Based on the information provided, we have no recommendations r-garding the proposed scope of work at this time. If you have any questions about this review,please contact John Chisholm in our Pocasset office at(508) 563-1779,ext.' 128. Sincerely yours, Paul J.Diodati Director COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION — SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 MITT R%M Governor nECE(VED ELLEN ROY HERZFELDER Secretary EERP.Y HEALEY J AN 2 8 2004 Lieutenant Governor ROBERT W.GOLLEDGE,Jr. TOWN OF BARNSTABLG Commissioner D.P.W.ENGINEERING January 27,2004 Jack Hams RE: BARNSTABLE:BRPWPI I.Barnstable Town of Barnstable Horace Mann Charter School 367 Main Street Wastewater Treatment Facility Hyannis, Massachusetts 02601 Permit No.: SE 576- 1 Dear Mr. Harris: Transmittal No.W 033687 In response to your application fora permit to discharge barge into the ground a treated effluent from the wastewater treatment facility located at the Barnstable Horace Mann Charter School Wastewater Treatment Facility after due public notice,I hereby issue the enclosed final permit. The Department, during the public comment period,received no comments objecting to the issuance or terms of this permit. Therefore, in accordance with 314 CMR 2.08,the permit becomes effective upon issuance. Parties aggrieved by the issuance of this permit are hereby reby advised of their right to � request an Adjudicatory Hearing.under the provision of Chapter 30A of the Massachusetts General Laws and 314 CMR 1.00:Rules for the Conduct of Adjudicatory Proceeding. Unless the person requesting the adjudicatory hearing requests and is granted a stay of the terns and conditions of the permit,the permit shall remain fully effective. Should you have any questions n re ardi this regarding matter,please contact Chnstos Dunlslons at (508) 946-2736. Very truly yours, Brian A.Dudley D/CD/ Bureau of Resource Protection i 71is information is available in alternate format.Call Debra Doherty,ADA Coordinator at 617-292-5565.TDD Service-l-SM298.2207. DEP on the World Vide Web: htV1/www-Tnass.9ov/dep �� Printed on Recycled Paper AGREEMENT BETWEEN THE HOUSING LAND TRUST FOR CAPE COD INC., ►HE TOWN OF BARNSTABLE AND THE TOWN OF BARNSTABLE SCHOOL COMMITTEE FOR THE UPGRADE, EXPANSION AND OPERATION OF THE HORACE MANN CHARTER SCHOOL WASTEWATER TREATMENT FACILITY. THIS AGREEMENT is made this 16'' day of March, 2004 by and between the HOUSING LAND TRUST FOR CAPE COD, INC., a nonprofit Massachusetts Corporation duly organized by law with a usual place of business a`r460 West Main Street, Hyannis, Barnstable County, Massachusetts, 02601 (hereinafterthe "Trust"), BARNSTABLE SCHOOL COMMITTEE (hereinafter called "SCHOOL") with its usual place of business at 230 South Street, Hyannis, Massachusetts 02601 and the TOWN OF BARNSTABLE, a Massachusefts municipality with a principal address at New Town Hall, 367 Main Street, Hyannis, Barnstable County, Massachusetts, 02601-3907 (hereinafterthe 'Town"). WHEREAS, on January 30, 2001, the Barnstable Town Council adopted an Affordable:Housing Plan which along with Section 5of the Town of Barnstable's Local Comprehensive Plan (LCP) identified a number of strategies to encourage the development of affordable housing including the Town's assistance in the acquisition of appropriate vacant parcels for the development of affordable housing and the promotion of innovative technologies that would allow higher densities in areas with inadequate infrastructure;. WHEREAS, the Town's Open Space Committee, in negotiating the sale of certain land in Marstons Mills owned by Robert Childs, identified. a portion of the property that would be suited for the development of affordable housing. WHEREAS, based upon the recommendation of the Open Space Committee, the Barnstable Town Council approved an appropriation on Sep'ember 20, 2001 under agenda item 2002-018 for the purchase of said land owned by Robert Childs; WHEREAS, the Town and Robert Childs assented to the purchase by the Housing. Land Trust for Cape Cod, Inc. (the 'Trust") of the property! described as LOT 1 on a plan entitled "Plan of Land in Marstons Mills Barnstable, Mass. Prepared For Robert Childs Scale 1"=60'Date: September 29, 2001, Revised October 15, 2001,"which plan is recorded in the Barnstable County.Registry of Deeds in Plan Book 569, Page 8 for the permitting and construction of an affordable housing development by the Trust (hereinafter the `Trust property'). WHEREAS, on November 14, 2001, the Trust and the Town entered into a repurchase agreement, with the Town agreeing to repurchase the property if one or more events occurred or failed to occur within the time frames specified in the Agreement; 2002-244/truslagreegnal 1 t ._ lY 314 CMR: DIVISION OF WATER POLLUTION CONTROL A. The current permittee notifies the Director at least 30 days in advance of the proposed transfer date; , and B. The notice includes a written agreement between the existing and new permittee containing a specific date for transfer of permit responsibility, coverage, . and liability between them. 2. Any sewer system extension or connection permit not subject to . 314 CMR 7.13 (1) automatically transfers to a. subsequent owner, operator, or occupant.. (22) Special Conditions APPROVAL RECOMMENDED: S ' r lture a `Titl of Appropriate Mun cipal Official (Phone) �-?-OLJ (FOR ISSUING OFFICE. USE ONLY) DATE- ISSUED DIRECTOR DIVISION OF WATER POLLUTION CONTROL EFFECTIVE DATE OF PERMIT 12/31/85 Page 7 of 7 Sewer Connections ^'1 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 MITT RONT O EY Governor ELLEN ROY HERZFELDER Secretary KEP.RY HE a1 EY • � �,L _'V 1`mac/ ���l ED WARD P.KUNCE Lieutenant Governor " Acting Commissioner ,IUN v 2073 ) r�A *i 29,2003 . Secretary Ellen Roy Herzfelder RE: BARNSTABLE ENF Review Executive Office of Environmental Affairs EOEA#13025—Marston Mills 251 Causeway Street, 90' Floor Middle School Expanson Project Boston,Massachusetts 02202 730 Osterville-W.Barnstable Rd_ Dear Secietary Herzfelder, The Southeast Regional Office of the Department of Environmental Protection has reviewed the Environmental Notification Form(ENF)for the proposed wastewater treatment facility for the Marstons Mills Middle School to be located at 730 Osterville-West Barnstable Road, Barnstable, Massachusetts(EOEA#13025)_ The project proponent provides the following information for the project: "An existing wastewater treatment facility is located on the project site that.serves the Marstons Mills Middle and Elementary Schools. The Town of Barnstable(proponent) proposes to make modifications to the existing wastewater treatment system to increase the capacity to accommodate a potential future affordable housing connection on an adjacent property. The current facility is designed for 32,000 gpd and'the proposed expansion would bring the design flow to approximately 40,000 gpd. The treatment system upgrade ' will consist of installation of approximately 650 linear feet of new sewer line or force main (which will be determined during design) up to the property line. The force main or sewer will be stubbed off for future connection by the proposed 40B Affordable Housing Project_ The modification will also include a new primary settling tank and pre-equalization tank, modifications to the existing denitrification filters inside the treatment facility to improve performance, the addition of ultraviolet disinfection and expansion of the existing leaching area to accommodate future flows. Permits listed in the ENT to be sought for the project include the following: DEP Minor Sewer Extension Sewer Connection with Pump Station (BRP)AT 14) DEP Groundwater Discharge Permit(BRP WP 11)" The Cape Cod Watershed Team indicates that the proposed project will generate approximately 8,102 gallons per day of additional wastewater which will be treated and disposed of on site. The proposed modifications to the existing wastewater treatment plant will require the Department's This information is available in alternate format Call Aprel McCabe,ADA Coordinator at 1-617-55&1171.TDD Service-1-800-298-2207. DEP on the World Wide Web: http_/hvww.mass.gov/dep C,� Printed on Recycled Paper 2 approval- The proposed discharge is within the Zone II of a public water supply well and as such Will have to meet the criteria contained in the Department's Wastewater Reuse Policy. Using the location information provided in the ENF,the Bureau of Waste Site Cleanup (BWSC) searched its database for disposal sites and release notifications. The subject project was nut listed as a current site. In addition, no other disposal sites were listed in the immediate vicinity of the proposed project. The Project Proponent is advised that, if oil and/or hazardous material is. identified during the implementation of this project, notifcatiori pursuant to the Massachusetts Contingency Plan(310 CMR 40.0000) must be made to the Department, if necessary. A Licensed Site Professional(LSP)may be retained to determine if notification is required and if need be,to render appropriate opinions. The LSP may evaluate whether risk reduction measures. are necessary or prudent if contamination is present. The BWSC may be contacted for guidance if questions regarding cleanup arise. J The DEP Southeast Regional Office appreciates the opportunity to comment on this proposed project. If you have any questions regarding these comments,please contact Sharon Stoe at (508) 946-2846. n Very truly yours, obert P.Fagan `—� Regional Engineer, Bureau of Resource Protection RPF/SS Cc: DEP/SERO ATTN: David DeLorenzo, Deputy Regional Director David Johnston, Deputy Regional Director Jeffrey Gould Chief, Water Pollution Control Elizabeth Kouloheras Team Leader, Cape Cod Watershed Chief, Wetlands and Waterways Cc: DEP/Boston ATTN: Leena McQuaid'- L _ ceomwl v C awl & RFCFivPn d4ee4 yudel 900 J U N 2 6 2003 L TOWN OF BARNSTABLEc� i 02114-2119 MITT ROMJ, •Q V.ENGINEERING Go NOR Tel. (611 626-1000 Fax(617) 626-1181 KERRY HEALEY httpJ/www.mass.gov/envir UEUTEMANT GOVERWrl ELLEN ROY HERZFELDER SECRETARY June. 23, 2003 CERTIFICATE OF THE SECRETARY OF ENVIRONMENTAL AFFAIRS ON THE ENVIRONMENTAL NOTIFICATION FORM PROJECT NAME Marstons Mills Middle School. Wastewater Treatment Facility Expansion Project .PROJECT MUNICIPALITY : Barnstable PROJECT WATERSHED : Cape Cod EOEA NUMBER : 13025 PROJECT PROPONENT : Department of Public Works DATE NOTICED IN MONITOR : May 7, 2003 Pursuant to the Massachusetts Environmental Policy Ace (G. L. c. 30, ss. 61-62H) and Section 11.06 of the MEPA regulations (301 CMR 11-00) , I hereby determine that this project does not require the preparation of an Environmental Impact Report (EIR) .. As described in the Environmental Notification Form (ENF) , this project involves the expansion of an existing wastewater treatment facility, built to serve the Marstons Mills Middle School .: The facility is being expanded to serve the development of an affordable housing project on an adjacent property. The capacity of the plant will increase from 32,040 gpd to 4Q, 000 gpd. At the site visit, the proponent indicated that the plant capacity may be increased an additional 3, 000 gpd to accommodate an expansion of the Middle School. The project includes installation of approximately 650 linear feet of new sewer line or force main, installation of a new primary settling tank and pre-equalization tank, modifications to the existing de- nitrification filters inside the treatment facility to improve 0 t'dM9d on Recycled Stock 207L Poo Con-.*,Waste EOEA''13025 ENF Certificate 06/23/03 treatment plant will be 10 parts per million (ppm) 'although the proponent has indicated that the addition of consistent flow from the housing project is likely to increase the efficiency of the system and lower levels may be achieved. Achieving a consistent level of 5 ppm will be difficult based on existing technology; however, DEP should encourage the proponent to consider wastewater treatment upgrades that could lower nitrogen levels to minimize the impact of this expansion. The Housing Land" Trust for Cape Cod has proposed a mix of single-family and multi-family homes to maximize the amount of housing provided by this project while minimizing the creation of impervious surfaces. In addition, the Land Trust .has indicated that it will develop a stormwater management system consistent with .DEP' s Stormwater Management Guidance. The ENF contains sufficient information to understand the impacts of the project and related mitigation for purposes of MEPA review. Outstanding issues can be addressed during the local ,and state permitting. processes. The impacts of the project do not warrant the preparation of an EIR. June 23, 2003 Date AlvHer der Comments received.: 05/29/03 Department of Environmental Protection SERO 06/13/03 Cape Cod Commission 06/17/03 ,Division of *Marine Fisheries ERH/CDB/cdb 3 ��� Bares CARE COD COMMISSION C " AC_ 3225 MAIN STREET _ �!�E _isaa` - i r' P_O. BOX 226 A BARNSTABLE, MA 02630 ``�aC S FA 8(508)3623136 E-mail_frontdesk®capecodcommission.org Post-it°Fax Note 7671 cafe 6-13 V 0( Z June 13,2003 To From T' A r Phone t Secretary Ellen Roy Herzfelder Fax#6i 6Z6 Fax* 3c36. Executive Office of Environmental Affairs MEPA Office 251 Causeway Street,Suite 900 Boston,MA 02114 Attention: Deirdre Bucldey RE: Town-of Barnstable,Marston Mills Middle School—WWTF Expansion EOEA# I3-025 Dear Ms.Herzfel der. The Cape Cod Commission(the Commission) has received an Environmental I lotification Form for the Marston Mills Middle School—WWTF Expansion Project.'The ENF was noticed in the Environmental Monitor on June 10,2003. Althoubh the Commission has not taken a formal position on this project,staff has reviowcd it and would like to offer the following comments. The project consists of expanding the capacity-of the existing 32,000 gallon per day Marston Mills Schools wastewater treatment facility to 40,102 gallons per day. The additional 8,102 gallons per day is allocated for the development of an afibbrdable housing project on an adjacent 6.4 acre parcel. According to information exchanged at the MEPA site visit,the school department will also require an additional ^-3,000 gallons per day capacity due to combining all of the Town's 5 and 6 grade students at the Middle School. Therefore it appears that the capacity of the treatment plant may to need to be modified to accommodate a flow of approximately 43,000 gallons per day. The.project is located in a wellhead protection area to the Ccnterville-OstervillelMarston .Mills Water District's public water supply wells located approximately 7,000 feet down gradient of the project. The project nitrogen loading should therefore not exceed 5 ppm. The project is also in a Marine Water Recharge area to the Centerville River Estuary. cs . Jon-i=-d7 11= CZ r!u(!1-l.R(c l.uv t-w.191JJIuR 7 f This estuary has identified water quality problems and as such if the project was to come under Cape Cod Commission DRT review would require no-net nitrogen loading standard. This is usually accomplished by a high level of wastewater treatment,hooking up nearby existing development on septic systems to a treatment plant and/or monetary off sets. P.eliminary calculations indicate that the wastewater plant on 35 aces has a nitrogen . loading concentration of 2.03 ppm. The expanded Treatment capacity over 41.6 acres would increase the nitrogen loading concentration to 2.19 ppm,which would meet the wellhead protection standard. However,the combined project will add approximately 75 . kilograms per year(kg/y) of nitrogen to the Marine Water Recharge Area_ , The modifications to the treatment facility include_ 1) equalization tank to even out the new wastewater flows,2)modification of the feed to the denitrifying chambers,3)W disinfection and 4) additional disposal chambers. A sia if1c nt institutional improverment is that the operation and oversight.of the facility will be transferred from the School Department and its contractors to the Barnstable Department of Public Works Given that the existing facility is an advanced rotating biological contactor with methanol •feed that will now come under the Town DPW management,Commission staff recommend that the town seek a higher level of treatment efficiency in its:application for a Groundwater Discharge Permit. The DEP has issued permits for similar facilities with discharge limits set at 5 ppm as an average annual with 10 ppm as the daily maximum..If the town and DEP are successful in setting and implementing a 5 ppm average annual permit,then the project will actually reduce the nitrogen load in the mari tic.recharge area by approximately 73 kg/y. The Commission believes that the issues regarding treatment efficiency can be resolved in the Groundwater Discharge permitting of the combined project and that an - Flivironmental Impact Report is not required. As always,Commission staff are available to discuss these comments with the Town. Sincerely, �. John Lipman Deputy Director cc: Mark Ells,Barnstable DP1'V Laura Shufelt,Housing Land Trust Nate Weeks,Stearns and Wheler Brian Dudley,DEP,SERO David Ansel,CCC,Barnstable Massachusetts Department of Environmental Protection DEP Use Only: Bureau of Resource Protection — Water Pollution Control IL Sewer Connections/Extensions Permit Number BRP WP 13, 145 175 18, 55 Application for Permit for Sewer System Extension Town or Connection D. General Conditions (Continued) (2) Obtaining a permit by misrepresentation or failure to disclose fully all relevant facts; and (3) A change in conditions or the existence of a condition which requires either temporary or - permanent reduction or elimination of the authorized discharge. c. In the event of any change in control or ownership of facilities from which the authorized discharges originate, the permittee shall notify the succeeding owner or operator of the existence of this permit by letter, a copy of which shall be forwarded to the Director. Succeeding owners or operators shall be bound by all the conditions of this permit, unless and until a new or modified permit is obtained. d. The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges; nor does it authorize or relieve the permittee of any liability for any injury to private property or any invasion of personal rights; nor any infringement of Federal, State, or local laws or regulations; nor does it waive the necessity of obtaining any local assent required by law for the discharge authorized herein. e. The provisions of this permit are severable, and the invalidity of any condition or subdivision thereof shall not make void any other condition or subdivision thereof. f. All information and data provided by an applicant or a permittee identifying the nature and frequency of a discharge shall be available to the public without restriction.All other information (other than effluent data)which may be submitted by an applicant in connection with a permit application shall also be available to the public unless the applicant or permittee is able to demonstrate that the disclosure of such information or particular part thereof to the general public would divulge methods or processes entitled to protection as trade secrets in accordance with the provisions of M.G.L. c.21, s.27(7). Where the applicant or permittee is able to so demonstrate, the Director shall treat the information or the particular part(other than effluent data)as confidential and not release it to any unauthorized person.Such information may be divulged to other officers, employees, or authorized representatives of the Commonwealth or the United States Government concerned with the protection of public water or water supplies. g. Transfer of Permits (1) Any sewer system extension or connection permit authorizing an industrial discharge to a sewer system is only valid for the person to whom it is issued, unless transferred pursuant to 314 CMR 7.13. Such permits shall be automatically transferred to a new permittee if: A. The current permittee notifies the Director at least 30 days in advance of the proposed transfer date; and B. The notice includes a written agreement between the existing and new permittee containing a specific date for transfer of permit responsibility, coverage, and liability between them. (2) Any sewer system extension or connection permit not subject to 314 CMR 7.13(1) automatically transfers to a subsequent owner, operator, or occupant. wp1355ap.doc•6!02 BRP wP 13-55•Page 6 of 7 Massachusetts Department of Environmental Protection DEP Use Only: Bureau of Resource Protection —Water Pollution Control j Sewer Connections/Extensions IL BRP WP 13, 14, 17, 185 55 Permit Number Application for Permit for Sewer System Extension Town or Connection D. General Conditions (continued) 2. Special Conditions E. Approval Recommended Signature and Tide of appropriate Municipal Official: Printed Name of Offidial ;v N) =ti G N 8"62- you Title Phone Number Signature Date Signed DEP Use Only Date Issued Regional Sewer Permits Coordinator Effective Date of Permit wp1355ap.doc•6/02 BRP WP 13-55•Page 7 of 7 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost $30.00 for.4 years). A business certificate ONLY REGISTERS YOUR NAME in town which W� you must do by M.G.L.- it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1" FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) rki sit' `" sE DATE: ad—D " A o i APPLICANT'S YOUR NAME/S: �A,r 1 5 � t Fill in please: BUSINESS YOUR HOME ADDRESS.FOR s'.'Grt� 41 TELEPHONE # Home Telephone.Nu ber NAME OF CORPORATION: >: NAME OF NEW.BUSINESS S IS THIS A HOME OCCUPATION? YE N. PE OF BUSINESS ADDRIESS:OF BUSINESS -- MAP/PARCEL NUMBER` (Assessing), When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstdble. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. ,U U J.,�jK evY �z— COMMENTS Authorized Signature** 2. BOARD OF HEALTH This individual ha bee rmed o �it requirements that pertain to this type of business. MUST COMPLY WITH ALL Authorized Signature**—~ WAZARDOLIS MATERIALS RFri n AT1�1c COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: Date:5 /70/ 09 TOWN .OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: 5 s t3 C-n-J4ru4�oa CA Y,- r'—acj4j /'cg c �✓�_ BUSINESS LOCATION: igdfZ U 41 g , ic.e ��i2,c� /e lac INVENTORY MAILINGADDRESS: S ,fin- :::JS TOTAL AMOUNT: TELEPHONE NUMBER: 7w r1--) -�2a5s_ CONTACT PERSON: Q dAgA�- ?PQ t) EMERGENCY CONTACT TELEPHONE NUMBER: :SA-wue ALnaje MSDS ON SITE? TYPE OF BUSINESS: i=LIAA _ __T-uA I,=(a_ 0 . o_u 4— INFORMATION/RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum _ Antifreeze (for gasoline or coolant systems) Misc. Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's E Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison labels Paint &varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor&furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers a'� �� b� ���1 (including bleach) Spot removers &cleaning fluids (dry.cleaners) Other:cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Massachusetts Department of Environmental Protection DEP Use Only: Bureau of Resource Protection —Water Pollution Control Sewer Connections/Extensions Permit Number BRP WP 139 14, 179 185 55 Application for Permit for Sewer System Extension Town or Connection B. Project Information (Continued) 11. Does the discharge contain any industrial waste containing substances or materials which could harm the sewers, wastewater treatment process, or equipment; have an adverse effect on the receiving water,or could otherwise endanger life, limb, public property, or constitute a nuisance? ❑ Yes No 12. Do the wastewaters receive any pretreatment prior to discharge? ❑ Yes Ef No 13. List, in descending order of significance, the four(4)digit standard industrial classification(SIC) Codes which best describe the facility producing the dischargeinterms of the principal products for services provided.Also, specify each classification in words. SIC Code Specify A. B. C. D. 14. Is the Proposed Discharge Consistent with Existing Sewer Use Regulations? Yes ❑ No 15. Is there a site of historic or archeological significance, as defined in regulations of the Massachusetts Historical Commission, 950 CMR 71.00, which is in the area affected by the proposed extension or connection? ❑ Yes 19 No 16. Does this project require a filing under 301 CMR 11.00, the Massachusetts Environmental Policy Act? Yes ❑ No If yes, has a Filing been made? Yes ❑ No C ✓� N✓w,b 13025 wp1355ap.doc•6/02 BRP WP 13-55•Paoe 4 of 7 � Massachusetts Department of Environmental Protection DER Use Only: Bureau of Resource Protection — Water Pollution Control Sewer Connections/Extensions LA Permit Number BRP WP 13, 14, 17, 18, 55 Application for Permit for Sewer System Extension Town or Connection B. Project Information (Continued) 17. Name and Address of Mass. Registered Professional Engineer Designing,Proposed System: ATz-ml` VA- 02s,�L-A �E , -PL5 - —X>ow,J !A CNG��c-��N�, 1 NC- Name Street i f}fi-n�c✓�1 P�i M.� �o� ARNE H. ycN 026`1 S City/Town UJALA CIVIL v Zip Code 367-- 9S`At 3o-7`12 .Telephone Number p Mass.P.E.Number STEik N L LNG C. Certification "I certify under penalty of law that this document and all ^yLjiE H. WA -A FL5,,c attachments were prepared under my direction or Printed Name of Applicant supervision in accordance with a system designed to 7(t-FS X3)EWT assure that qualified personnel properly gather and Title _ evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or Signature of Applicant those persons directly responsible for A.k gathering the information, the information submitted is, to ate Signed r the best of my knowledge and belief, true accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of DAr-J�C-t_ A. OJAt P, PL5,l=f1 fine and imprisonment of knowing violations." Name of Preparer (I will be responsible for publication of public notice of the &CJ E0�N I. W GG- applicable permit proceedings identified under 314 CMR Title 2.06(1)(a)through(d).) Phone Number D. General Conditions -1. General Conditions a. All discharge authorized herein shall be consistent with the terms and conditions of this permit and the approved plans and specifications. The discharge of any wastewater at a level in excess of that identified and authorized by this permit shall constitute a violation of the terms and conditions of this permit. Such a violation may result in the imposition of civil and/or criminal penalties as provided for in Section 42 of the State Act. b. After notice and opportunity for a hearing, this permit may be modified, suspended, or revoked in whole or in part during its term for cause including, but not limited to, the following: (1) Violation of any terms or conditions of the permit; wp1355ap.doc•6/C2 BRP WP 13-55-Page 5 of 7 Enter your transmittal number W 052361 Transmittal Number Your unique Transmittal Number can be accessed online: http:/twww.state.ma.us/scripts/depttrasmfrm.stm or call DEP's InfoLine at 617-338-2255 or 800-462-0444(from 508,781,and 978 area codes). - � Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment 1. Please type°or A. Permit Information �--print.A separate Z� Transmittal Form i l t`;oy- SE�E+t Qc-7c_:rys t o!J must be completed 1.Permit Code:7 or 8 character code from permit instructions 2. Name of Permit Category for each permit �� application. //'1\N C.lL .7�:..iC-✓� �X-TZ'►J�iio N 3.Type of Project or Activity - 2. Make your check payable to B. Applicant Information - Firm or Individual the Commonwealth _ of Massachusetts "(� CAIf;:- co-D, \ \)L and mail it with a 1.Name of Firm-Or,if party needing this approval is an individual enter name below: copy of this form to: DEP,P.O.Box 4062,Boston, MA 2.Last Name of Individual 3. First Name of Individual 4.MI 02211. LAGo - 5.Street Address 3. Three copies of '-}v/A 1QAJ\5 Al O�2-60 Z3 S z-7-71'U34`l this form will be 6 Cityrrown 7.State 8.Zip Code .9.Telephone# 10.ExL# needed. J�1�\ Il) r�j��1v�E1 ; �raS�ae✓i-j Copy 1 -the 11.Contact Person 12.e-mail address(optional) original must accompany your permit application. C. Facility, Site or Individual Requiring Approval ,>,1_67 1 0S;rer�Altz- Copy 2 must �11 u�E ,-+? AAA-l�97M S v M 1 t-S �J 3C l.L G A3 1403. accompany your. N � i {�A�W,i%r*3� fee payment. 1.Name of Facility,Site Or Individual Copy.3 should be 7-o, t3C>r 12-772 retained for your 2,Street Address records ,�gym,oo i�-woyd /►'I/� OZ6-1 5 �- 36z-6300 4..Both fee-paying 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# and exempt applicants must 8.DEP Facility Number(if Known) 9.Federal I.D.Number(if Known) 10.BWSC Tracking#(if Known) mail a copy of this transmittal form to: D. Application Prepared by (if different from Section B)* DEP ✓C>:.iN � �JyC-\niC�--(L-\n%C� �tvL, P.O.Box 4062 Boston,',MA 1.Name of Firm Or Individual 02211 11\V l MA w 5-)-; V r-1T C_ 2.Address . `i 0�-15'cx�- Mai p2-b-7 5 5a8- 362-i{5y 1 'Note: 3 Cityrrown 4.State 5.Zip Code 6.Telephone# 7.Ext.# For BWSC Permits, D t.J lC� A. OVA L.Ah �5r F� enter the LSP_ � 8.Contact Person 9.LSP Number(BWSC Permits only) E. Permit- Project Coordination 1. Is this project subject to MEPA review? 0 yes ❑ no If yes,enter the project's EOEA file number-assigned when an Environmental Notification Form is submitted to the MEPA unit: �, a4.A 5/--7>I n3 EOEA File Number F. Amount Due DEP Use Only Special Provisions: 1. ❑Fee Exempt(city,town or municipal housing authority)(state agency if fee is$100 or less). Permit No: There are no fee exemptions for BWSC permits, regardless of applicant status. 2. ❑Hardship Request-payment extensions according to 310 CMR 4.04(3)(c). Rec'd Date: 3• ❑Alternative Schedule Project(according to 310 CMR 4.05 and 4.10). 4. ❑Homeowner(according to 310 CMR 4.02). Reviewer. t 5505 -� (o 15,00 Check Number Dollar Amount Date Massachusetts Department of Environmental Protection DEP Use Only: Bureau of Resource Protection — Water Pollution Control Ll Sewer Connections/Extensions BRP WP 133 143 173 189 55 Permit Number Application for Permit for Sewer System Extension Town or Connection The original ofthe transmittal form and this application, signed by the appropriate municipal official, should be submitted along with one copy to the appropriate Regional Office. The signature of the design engineer or other agent will be accepted only if accompanied by a letter of authorization. A copy of the Important: transmittal form and fee (if applicable) should be submitted to the Boston Office. When filling out forms on the computer,use If connection is to be made to the MWRA sewerage system, indicate "MWRA" in item 11. only the tab key to move your If the project includes sewers, pumping stations, force mains, or siphons, construction plans must be cursor-do not submitted with the application. use the return key. If additional space is required to properly answer any questions, please attach additional sheets and refer, Is to the attachments in the space provided. I � A. Applicant Information 1. Name and Address of Applicant: FV,,,vS(N& LgN-1, -1 1 rt- CriPC Name M^1'Q s- c� Street address iiy/�-�N15 , Mf1 p26o 1 City/Town Zip Code 1- 50 -`7-71 - o3y� Telephone Number(include area code and extension) -mail address(optional) 2. Name of Sewer System Owner. 31�czNsf��3 -SCd 0L- 6M%TVV_ - 7W _x v-j-h s;: �}YA�r�+s,/+�R 0z60) Name 1 w j 367 MANA; 5r1-F777,HYA1.JM5, MA cl—01 Municipality or Sewer District e-lo 41�S-T wN or- ?�7/mow 5'.NyA Department B. Project Information 1. Type of Project: Sewer Extension ❑ Sewer Connection 2. Number of Residences to be served: - O 3. Number of Bedrooms: 8S wpl355ap.doc•6102 BRP WP 13-55•Page 1 of 7 t t ' Massachusetts Department of Environmental Protection DEP use Only: - Bureau of Resource Protection—Water Pollution Control I Sewer Connections/Extensions Permit Number BRP WP 13, 141 17, 189 55 Application for Permit for Sewer System Extension Town or Connection B. Project Information (Continued) 4. Other establishments to be served: a 10 0 I'J C v,o T'h%S 5 e r x-�-ti,Si oh •I pr'o,005--� -1'3 Name 1 G0►�vie-c�T 7b 1� Owr. a_F !� �r.5t&ko 4.'S �vra ce. ten►, G1-+cr - Address 5 LA^oo, 5 5�-°'W+ c.l��G� �h5 �-h i SSve� a v.�w Cci>P 5C 5-X-1 Type of Establishment o d�.7'c� J �s� �n 1cw J '�iS G. o>�G�lc a 2vl lo�►r�a Design flow b. Name Address Type of Establishment Design Flow 5. Design Flow: Sewage 3 o u j T5 x 3.5 X?Z 'P x J.(0 � 12-,I oo 5Pd Gallons per day Industrial Wastes o Gallons per day Total lZ,1oo Cations per day 6. Location, Length, Size and Capacity of Sewers to be Connected to the existing system (attach sketch): a. �o>J�oM�N�JM �EVC�-oP�^t r►) — VILIhUC- Name of Street (y o' 1 or,cSt rvh �� S71 Ct 35 O:$(o cars Length of Sewer Size of Sewer Flow Full Capacity b. 5'T VrL I_11'FS — 5 C—E PAN S — �.1� ScwcfS or. loc.,s EMe-G.r covr�r+.oh qt Name of Street Length of Sewer Size of Sewer Flow Full Capacity C. Name of Street Length of Sewer Size of Sewer Flow Full Capacity 4 wp1355ap.doc-6/02 BRP WP 13-55•Page 2 of 7 I Massachusetts Department of Environmental Protection DEP Use Only: - Bureau of Resource Protection —Water Pollution Control Sewer Connections/Extensions Permit Number BRP WP 131 . 143 179 185 55 Application for Permit for Sewer System Extension Town or Connection B. Project Information (Continued) 7. Location, Length, Size and Capacity of Pumping Stations to be Connected to the existing system: a. J/A- Pump Statio ovation Number of Pumps Pump Size Pump Capacity b. Pump Station 716 Number of P mps Pump Size Pump Capacity 8. General Description of Sewers and Pump Stations within the existing sewer system which will transport the flow from the proposed sewer extension of connection to the receiving Wastewater Treatment Facility: -%lfiF �o 12 ES iDE-►Slliti— v�ITS t n> >1fiE }�tL of'o5C-t7 `to t3 o u>o I HF 7'` L I..J E c..6,AJ NC-ITS -)_0 h Mq-N t40LC 'I-T i t-fiF 5u+0 o L- ?(LOP&-rLT - G, w itc-1-E AtJ B"P 1 PE w%L-t, FL-OLi �y G-(LprV\.T e -To TttF r=l M EQ•�h�"�fr orb "T7�N IN 7yW &Wbp 9. Receiving Wastewater Treatment Facility: Name �.°►� T�3L-E }�or�c e M�4 NN Cti h n- x S�H9O� WKJ TF65E 576-1 Average Daily Flow < O.oy3 L{2,g0b 6 P-,> G-w ice. P 5Ysi�A^) Million gallons per day Design Flow 0.0LA-5 4-1�-i�00 f?D GwDP sy57��^) Million gallons per day 10. Does the discharge contain any industrial waste? ❑ Yes [ No If yes, list any pollutants which you know or have reason to believe are discharged or may be discharged. For every pollutant you list, please indicate its approximate concentration in the discharge and any analytical data in your possession which will support your statement.Additional wastewater analysis may be required as part of this application. Pollutant Concentration Analytical Data wp1355ap.doc•6102 BRP WP 13-55•Page 3 of 7 �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION) SOUTHEAST REGIONAL OFFICE s 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 MITT ROMNEY ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner March 23,2004 Jack Harris RE: BARNSTABLE--BRPWPl 1, Barnstable Town of Barnstable Horace Mann Charter School 367 Main Street Wastewater Treatment Facility Permit Hyannis, Massachusetts 02601 No.: SE 576— 1. Transmittal No. Dear Mr. Harris: The Department of Environmental Protection has completed a review of the engineering report and hydrogeologic evaluation depicting the proposed wastewater treatment facility located at the Barnstable Horace Mann Charter School, Barnstable. With your application you also submitted a Certification Statement signed by Robert Butterworth, a Massachusetts Registered Professional Engineer, and engineering plans consisting of four (4) sheets titled: "MARSTONS MILLS MIDDLE SCHOOL BARNSTABLE, MASSACHUSETTS SHEET NO. G-2). ABBREVIATIONS, SYMBOLS,NOTES AND LEGEND G-3). EXISTING SITE PLAN G-4). YARD PIPING PLAN G-5). MISCELLANEOUS DETAILS PREPARED BY STEARNS &WHELER,LLC HYANNIS,MASSACHUSETTS AUGUST 2003" The submitted design report proposes a 42,900 gallon per day(gpd)wastewater treatment facility that includes the existing RBC system and the installation of the following major items: 1. Installation of a 10,000 gallon primary tank. 2. Installation of a 9,000 gallon flow equalization tank. 3. Installation of a UV disinfection unit. 4. Installation of additional leaching pits. This information is available in alternate format.Call Debra Doherty,ADA Coordinator at 617-292-5565.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep Ca Printed on Recycled Paper I 2 The Department herebyapproves the wastewater treatment facility as shown on the abo ve mentioned the engineering report,hydrogeologic evaluation and soil absorption system plans subject to the following: 1. Construction shall be in strict conformance with the submitted design report, soil absorption system plans cited above and provisions of this approval.No changes shall be made without the prior written approval of the Department. 2. Subsurface components of the system shall not be back filled or otherwise concealed from view until the Department has conducted an inspection and permission has been granted by the Department to back fill the system. 3. A clear water test of the proposed treatment system must be performed prior to the system being put on-line.The clear water test shall be scheduled at least twenty-one (21) days in advance so that Department personnel can be present. 4. Fourteen(14)days prior to the clear water test, a contract for engineering consulting services, for a term of two (2)years, shall be submitted to this office for review. 5. Fourteen(14)days prior to the clear water test,a copy of a contract with a licensed septage _— hauler shall be submitted to this office. Said contract shall state the approved facility where the septage/sludge and industrial waste is to be transported for final disposal. Said contract shall be good for at least one(1)year. 6. Fourteen(14)days prior to the clear water test, an operation and maintenance manual prepared in accordance with 314 CMR 12.04(1) shall be submitted to this office for review. 7. Fourteen(14)days prior to the water test,written certification that the system was constructed in accordance with the submitted design report and soil absorption system plans cited above shall be submitted by a Professional Engineer registered in the Commonwealth of Massachusetts. Nothing in this provision is intended to interfere with the right of the Department to inspect the facility at any time during construction in order to assess compliance with this approval. 8. Fourteen(14)days prior to the water test, a spare parts inventory list for the new equipment shall be submitted to this office. All spare parts must be on-site at the time of the clear water test. 9. Operation and maintenance of the facility must be in accordance with 314 CMR 12.00: "Operation and Maintenance and Pretreatment Standards for Wastewater Treatment Works and Indirect Discharges" and 257 CMR 2.00: "Rules and Regulations for Certification of Operators of Wastewater Treatment Facilities". 10. The referenced facility has been rated by this office(in accordance with 257 CMR 2.00)and it has been tentatively determined that the proposed wastewater treatment plant is a Grade 5 facility. For official approval we will forward this grading to the Board of Certification of Wastewater Treatment Plant Operators. Therefore,please be advised that as a Grade 5 facility, it is required that the person in responsible charge(Chief Operator)possess a valid Grade 5 Massachusetts Wastewater Treatment Operator's License. Also, a backup operator must be provided who shall possess at least a valid Grade 5 license. 11. The operation of the referenced facility must comply with all the requirements listed in the Groundwater Discharge Permit SE 576— 1. 12. This approval pertains to the discharge of sanitary waste only.Non-sanitary waste shall not be discharged into the proposed wastewater treatment facility. 13. The owner/operator of the system shall properly operate and maintain the system at all times in accordance with this approval, submitted design report and soil absorption system plans cited above. 3 14. The owner/operator shall furnish the Department,within a reasonable time,any information, which the Department may request to determine whether cause exists for modifying, revoking, reissuing or terminating this approval or to determine whether the owner/operator is complying with the terms and conditions of this approval. 15. The facility served by the system and the system itself shall be open to inspection by the Department at all reasonable times. 16. As-built plans of this modification to the wastewater treatment facility shall be submitted to this office of the Department within ninety(90)days of the Department's authorization to operate the facility as modified. 17. The Department must approve in writing any expansion of the facility resulting in additional sewage flows to the wastewater treatment facility. The Department recognizes that the permittee will not be able to meet all the permit requirements listed in the Groundwater Discharge Permit SE 576— 1 until the permittee has completed all the upgrades to the wastewater treatment facility outlined in this approval letter. The Department will exercise its enforcement discretion and not enforce the permit requirements _ —listed in the Groundwater Discharge Permit SE 576- 1 as long as the proposed upgrades proceed in a timely fashion. In the interim, the permittee has to fully comply with the requirements listed in the Groundwater Discharge Permit SE 576-0. Should you have any questions regarding this matter,please contact Christos Dimisioris at (508)946-2736. Very truly yours, This Anat document copy is being provided to you ekdroofeatty by the tpaftentofEntionmentatProteciian.tlsignFdeopyaft[dsdocument fs on f+Ie at the DEP off ice listed on the kttcthead. Brian A. Dudley Bureau of Resource Protection D/CD/)h cc: J. Jefferson Gregg, P.E. Stearns & Wheler, LLC 255 Stevens Street Hyannis, MA 02601 ecc: Thomas McKean Barnstable Public Health Division P.O. Box 534 Hyannis,Massachusetts 02601 DE.P-Boston ATTN: Wastewater Management I , COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 MITT ROMNEY ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner January 27,2004 Jack Harris RE: BARNSTABLE: BRPWPI I, Barnstable Town of Barnstable Horace Mann Charter School 367 Main Street Wastewater Treatment Facility Hyannis, Massachusetts 0260.1 Permit�io SE-576=—I- —_._ Transmittal No. W 033687 , Dear Mr. Harris: In response to your application for a permit to discharge into the ground a treated effluent from the wastewater treatment facility located at the Barnstable Horace Mann Charter School Wastewater Treatment Facility and after due public notice, I hereby issue the enclosed final permit. The Department, during the public comment period, received no comments objecting to the issuance or terms of this permit. Therefore, in accordance with 314 CMR 2.08,the permit becomes effective upon issuance. Parties aggrieved by the issuance of this permit are hereby advised of their right to request an Adjudicatory Hearing under the provision of Chapter 30A of the Massachusetts General Laws and 314 CMR 1.00: Rules for the Conduct of Adjudicatory Proceeding. Unless the person requesting the adjudicatory hearing requests and is granted a stay of the terms and conditions of the permit,the permit shall remain fully effective. Should you have any questions regarding this matter,please contact Christos Dimisioris at (508) 946-2736. Very truly yours, This ford document copy is befog prom to you deeironieatty by the Dcpart ento[bnv&uixtitatFmt¢etion Aal edtopyoithisdoellntetil is on(at at theffr otftce Listed oil theMerheai Brian A. Dudley Bureau of Resource Protection D/CD/ This information is available in alternate format.Call Debra Doherty,ADA Coordinator at 617-292-5565.TDD Service-1-500-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep �� Printed on Recycled Paper 2 Enclosure: (Permit) cc: J. Jefferson Gregg, P.E. Stearns &Wheler, LLC 255 Stevens Street Hyannis, MA 02601 (With enclosure) ecc: Thomas McKean Barnstable Public Health Division P.O. Box 534 Hyannis,Massachusetts'02601 (With enclosures) DEP-Boston ATTN: Wastewater Management (With enclosures) DEP-SERO (with enclosure) ATTN: Laura Patriarca Marstons Mills Middle School final cover letter.doc GROUNDWATER DISCHARGE PERMIT Name and Address of Applicant: Town of Barnstable, (Barnstable School Department), 835 Falmouth Road,Hyannis, Massachusetts 02601. Date of Application: August 11, 2003 Application/Permit No. 1-576 Date of Issuance: January 27, 2004 Date of Expiration: January 27, 2009 Effective Date: January 27, 2004 AUTHORITY FOR ISSUANCE Pursuant to authority granted by Chapter 21, Sections 26-53 of the Massachusetts General Laws, as amended,the following permit hereby issued to: Town of Barnstable(hereinafter called "the permittee") authorizing discharges from the Barnstable Horace Mann Charter School, 730 Osterville—West Barnstable Road, Marstons Mills on site wastewater treatment facility to the ground, such authorization being expressly conditional on compliance by the permittee with all terms and conditions of the permit hereinafter set forth. Thh1mat deenent copy is belogprovided byt e Dement atDns=iraamental Pmfecdm A figned copy of Nis direamatt is(Y.0 ride atthe DEP offre Ustdtin the Ift ea , Brian A. Dudley Date Bureau of Resource Protection Barnstable Horace Mann Charter School SE#: 1-576 I. SPECIAL CONDITIONS A. Effluent Limits The permittee is authorized to discharge into the ground from the wastewater treatment facilities for which this permit is issued a treated effluent whose characteristics shall not exceed the following values: Effluent Characteristics Discharge Limitations Flow 42,900 GPD Oil and grease 15 mg/1 Total Sus ended Solids (TSS) 10 m /1 Biochemical Oxygen Demand, 5-day 30 mg/l @200C (BOD5) Fecal Coliform 200 colonies/100 ml Turbidity 5 NTU Total Nitrogen(NO2+NO3+TKN) 10 mg/l Nitrate-Nitrogen 10 mg/l a) The pH of the effluent shall not be less than 6 nor greater than 9 at any time, or not more than 0.2 standard units outside the naturally occurring range. b) The discharge of the effluent shall not result in any demonstrable adverse effect on the groundwater or violate any water quality standards that have been promulgated. c) The monthly average concentration of BOD and TSS in the discharge shall not exceed 15 percent of the monthly average concentrations of BOD and TSS in the influent into the permittee's wastewater treatment facility. d) When the.effluent discharged for a period of 90 consecutive days exceeds 80 percent of the permitted flow limitations, the permittee shall submit to the permitting authorities projected loadings and a program for maintaining satisfactory treatment levels consistent with approved water quality management plans. 2 Barnstable Horace Mann Charter School SE#: 1-576 B. Monitoring and Reporting 1. INFLUENT: The permittee shall monitor and record the quality of the influent waste stream to the facility according to the following schedule and other provisions: Parameter Minimum Frequency of Sample Type Analysis pH Daily Grab BODS Monthly 24-Hour Composite Total Suspended Solids Monthly 24-Hour Composite Total Solids Monthly 24-Hour Composite Oil and grease Monthly Grab Nitrite Nitrogen Monthly 24-Hour Composite Nitrate Nitrogen Monthly 24-Hour Composite 'Total Kjeldahl Nitrogen Monthly 24-Hour Composite (TKN) Ammonia Nitrogen Monthly 24-Hour Composite Total Nitrogen(NO2+ Monthly Calculated NO3 +TKN) Volatile Organic Annually Grab Compounds) IUSEPA Method#624 3 Barnstable Horace Mann Charter School SE#: 1-576 EFFLUENT: The permittee shall monitor and record the quality and quantity of effluent at the effluent pump chamber to the leaching area according to the following schedule and other provisions: Parameter Minimum Frequency Sample Type of Analysis Flow Daily Max-Min-Average Turbidity Continuous Max-Average pH Daily Grab Total Suspended Solids Weekly 24-Hour Composite Total Solids Monthly 24-Hour Composite 'Total Phosphorus Quarterly Grab Orthophosphate Quarterly Grab Oil & Grease Monthly Grab Fecal Coliform 2/Week Grab BOD5 Weekly 24-Hour Composite Copper Quarterly Grab Chromium Quarterly Grab Cadmium Quarterly Grab Lead Quarterly Grab Zinc Quarterly Grab Mercury Quarterly Grab Total Culturable Viruses Quarterly Grab MS-2 Coliphage Quarterly Grab 4 Barnstable Horace Mann Charter School SE#: 1-576 Nitrate Nitrogen Weekly 24-Hour Composite Nitrite Nitrogen Weekly 24-Hour Composite Total Kjeldahl Nitrogen Weekly 24-Hour Composite (TKN) Ammonia Nitrogen Weekly 24-Hour Composite Total Nitrogen(NO2+ Weekly Calculated NO3 +TKN) Volatile Organic 2X Annually Grab Compounds' 'USEPA Method#624 2. The permittee shall monitor, record and report the quality of water in the six approved monitoring wells (GWMW# 8 upgradient, GWMW# 5, GWMW# 6, GWMW#4, GWMW# 3 and GWMW# 2 downgradient) as shown on a plan titled"Existing Site Plan, Marstons Mills Middle School, Barnstable, Massachusetts" dated August, 2003, submitted by Stearns & Wheler, LLC, according toithe following schedule and other provisions: Parameter Frequency of Analysis Static Water Level Quarterly Specific Conductance Quarterly pH Quarterly Total Phosphorus Quarterly Orthophosphate Quarterly Total Nitrogen(NO2+NO3+TKM Quarterly Nitrate-Nitrogen Quarterly Volatile Organic Compounds' 2X Annually 'USEPA Method#624 5 Barnstable Horace Mann Charter School SE#: 1-576 3. Any grab sample or composite sample required to be taken less frequently than daily shall be taken during the period of Monday through Friday inclusive. All composite samples shall be taken between 8:00 a.m. and 6:00 p.m.. The permittee shall submit all monitoring reports within 30 days of the last day of the reporting month. Reports shall be on an acceptable form,properly filled and signed and shall be sent to the Department of Environmental Protection, Southeast Regional Office, 20 Riverside Drive, Lakeville, MA 02347, and to the Director of Watershed Permitting, Department of Environmental Protection,Watershed Permitting Group, One Winter Street, Boston,MA 02108, and to the Board of Health, P.O. Box 534,Hyannis,MA 02601. C. Supplemental Conditions 1. The permittee shall notify the Department at least thirty(30) days in advance of the proposed transfer of ownership of the treatment works for which this permit is written. Said notification shall include a written agreement between the existing and new permittees containing a specific date for transfer of permit, responsibility, coverage and liability between them. 2. A staffing plan for the treatment works shall be submitted to the Department once every two years or whenever there are staffing changes. 3. The permittee shall contract to have any and all solids and sludges generated by the treatment works for which this permit is issued removed off site by a properly licensed waste hauler for disposal at an EPA/DEP approved facility. The name and license number of the hauler along with the quantity of wastes removed and the date(s) of removal shall be reported by the permittee in writing to the Department. D. Appeal Rights This Permit is an action of the Department. Any person aggrieved by this action may request an Adjudicatory Hearing. A request for a hearing must be made in writing and postmarked within thirty(30) days of the Permit issuance date. Under 310 CMR 1.01(6)(b),the request must state clearly and concisely the facts,which are the grounds for the request, and the relief sought. The Hearing request along with a valid check payable to the Commonwealth of Massachusetts in the amount of one hundred dollars($100.00) must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver as described below. The filing fee is not required if the appellant is a city or town(or municipal agency), county, or district of the Commonwealth of Massachusetts, or a 6 Barnstable Horace Mann Charter School SE#: 1-576 municipal housing authority. The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts believed to support the claim of undue financial hardship II. GENERAL PERMIT CONDITIONS The following conditions apply to all permits: 1. No discharge authorized in the permit shall result in a violation of the Massachusetts Surface Water Quality Standards (314 CMR 4.00) or the Massachusetts Ground Water Quality Standards(314 CMR 6.00), or any amendments thereto. Upon promulgation of any amended standard,this permit may be revised or amended in accordance with such standard and 314 CMR 2.10 and 3.12 or 5.12. For purposes of determining compliance with ground water quality standards, a violation of the ground water quality standards,and the discharge permit,will be determined to occur when any parameter measured in any downgradient well exceeds the applicable criteria listed in 314 CMR 6.06. In those cases where it is shown that a measured parameter exceeds the applicable criteria listed in 314 CMR 6.06 at the upgradient monitoring well, a violation of the ground water quality standards and the discharge permit will be determined to occur when it is shown that a measured parameter in any downgradient well exceeds the level of that same measured parameter in the upgradient well.for the same sampling period. A statistical procedure approved by the Department shall be used in determining when a measured parameter exceeds the allowable level. 2. Du . to comply. The permittee shall comply at all times with the terms and conditions of the permit, 314 CMR,M.G.L. c. 21, §§ 26 through 53 and all other applicable state and federal statutes and regulations. 3. Standards and prohibitions toxic pollutants. The permittee shall comply with effluent standards or prohibitions established under PL 92-500, § 307(a)for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even if the permit has not yet been modified to incorporate the requirement. 4. Proper operation and maintenance. The permittee shall at all times properly operate and maintain all facilities and equipment installed or used to achieve compliance with the terms and conditions of the permit, and in accordance with 314 CMR 12.00. 5. Duty to halt or reduce activity. Upon reduction,loss, or failure of the treatment facility, the permittee shall,to the extent necessary to maintain compliance with its permit, control production or discharges or both until the facility is restored or an alternative method of treatment is provided. It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of the permit. 6. Power Failure. In order to maintain compliance with the effluent limitations and prohibitions of this permit,the permittee shall either: a. provide an alternative power source sufficient to operate the wastewater control facilities; or 7 r Barnstable Horace Mann Charter School SE#: 1-576 b. halt, reduce or otherwise control production and/or all discharges upon the reduction, loss, or failure of the primary source of power to the wastewater control facilities. 7. Duty to mitigate. The permittee shall take all reasonable steps to minimize or prevent any adverse impact on human health or the environment resulting from non-compliance with the permit. 8. Dutyprovide information. The permittee shall furnish to the Department within a reasonable time any information which the Department may request to determine whether cause exists for modifying,revolting and reissuing, or terminating the permit, or to determine whether the permittee is complying with the terms and conditions of the permit. 9. Inspection and entry. The permittee shall allow the Department or its authorized representatives to: a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted, or where records required by the permit are kept; b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of the permit; C. Inspect at reasonable times any facilities, equipment,practices, or operations regulated or required under the permit; and d. Sample or monitor at reasonable times for the purpose of determining compliance with the terms and conditions of the permit. 10. Monitoring. Samples and measurements taken for the purpose of monitoring shall be representative of the monitored activity. Monitoring must be conducted according to test procedures approved under 40 CFR Part 136 unless other test procedures are specified in the permit. 11. Record keeping. The permittee shall.retain records of all monitoring information including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reports required by the permit, and all records of all data used to complete the application for the permit, for a period of at least three years from the date of the sample, measurement,report or application. This period may be extended by request of the Department at any time. Records of monitoring information shall include: a. The date, exact place, and time of sampling or measurements; b. The individual(s)who performed the sampling or measurement; C. The date(s) analyses were performed; d. The individual(s)who performed the analyses; e. The analytical techniques or methods used; and f. The results of such analyses. 12. Prohibition of bypassing. Except as provided in 314 CMR 5.19(13), bypassing is prohibited, and the Department may take enforcement action against a permittee for bypassing,unless the discharge is to a surface water and: a. The bypass was unavoidable to prevent loss of life,personal injury, or severe property damage? b. There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,retention of untreated wastes, or maintenance during normal periods of equipment downtime. This condition is not satisfied if the permittee 8 Barnstable Horace Mann Charter School SE#: 1-576 could have installed adequate backup equipment to prevent a bypass which occurred during normal periods of equipment downtime or preventive maintenance; and C. The permittee submitted notice of the bypass to the Department: i. In the event of an anticipated bypass at least ten days in advance, if possible; or ii. In the event of an unanticipated bypass as soon as the permittee has knowledge of the bypass and no later than 24 hours after its first occurrence. 13. Bypass not exceeding limitations. The permittee may allow a bypass to occur which does not cause effluent limitations to be exceeded,but only if necessary for the performance of essential maintenance or to assure efficient operation of treatment facilities. 14. Permit actions. The permit may be modified, suspended, or revoked for cause. The filing of a request by the permittee for a permit modification,reissuance, or termination,or a notification of planned changes or anticipated non-compliance does not stay any permit condition. 15. Duty to reapply. If the permittee wishes to continue an activity regulated by the permit after the expiration date of the permit,the permittee must apply for and obtain a new permit. The permittee shall submit a new application at least 180 days before the expiration date of the existing permit,unless permission for a later date has been granted by the Department. 16. Property rights. The permit does not convey any property rights of any sort or any exclusive privilege. 17. Other laws. The issuance of a permit does not authorize any injury to persons or property or invasion of other private rights, nor does it relieve the permittee of its obligation to comply with any other applicable Federal, State, and local laws and regulations. 18. Oil and hazardous substance liability.Nothing in the permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject under PL 92-500, § 311, and M.G.L. c. 21E. 19. Removed substances. Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters shall be disposed in a manner consistent with applicable Federal and State laws and regulations including,but not limited to, the Massachusetts Clean Waters Act, M.G.L. c. 21, §§ 26 through 53 and the Clean Water Act, P.L. 92-500, as amended by P.L. 95-217 and P.L. 95-576, 33 U.S.C. 1251 et seq,the Massachusetts Hazardous Waste Management Act, M.G.L. c. 21C, and the federal Resource Conservation and Recovery Act, 42 U.S.C. § 6901, et seq., 310 CMR 19.00 and 30.000, and other applicable regulations. 20. Reporting requirements. a. Monitoring reports. Monitoring results shall be reported on a Discharge Monitoring Report(DMR) at the intervals specified elsewhere in the permit. If the permittee monitors any pollutant more frequently than required by the permit,the results of this monitoring shall be included in the calculation and reporting of the data submitted in the DMR. b. Compliance schedules. Reports of compliance or non-compliance with, or any progress reports on, interim and final requirements contained in any compliance schedule of the permit shall be submitted no later than 14 days following each schedule date. 9 l Barnstable Horace Mann Charter School SE#: 1-576 C. Planned changes. The permittee shall give notice to the Department as soon as possible of any planned physical alterations or additions to the permitted facility or activity which could significantly change the nature or increase the quantity of pollutants discharged. Unless and until the permit is modified, any new or increased discharge in excess of permit limits or not specifically authorized by the permit constitutes a violation. d. Anticipated non-compliance. The permittee shall give advance notice to the Department of any planned changes in the permitted facility or activity which may result in non-compliance with permit requirements. e. 24 hour reporting. The permittee shall report any non-compliance which may endanger health or the environment. Any information shall be provided orally within 24 hours from the time the permittee becomes aware of the circumstances. A written submission shall also be provided within five days of the time the permittee becomes aware of the circumstances. The written submission shall contain a description of the non-compliance,including exact dates and times, and if the non-compliance has not been corrected,the anticipated time it is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the non-compliance. The following shall be included as information which must be reported within 24 hours: i. Any unanticipated bypass which exceeds any effluent limitation in the permit. ii. Violation of a maximum daily discharge limitation for any of the pollutants listed by the Department in the permit to be reported within 24 hours. f. Other non-compliance. The permittee shall report all instances of non-compliance not reported under 314 CMR 5.19(20)(a), (b), or(e) at the time monitoring reports are submitted. The reports shall contain the information listed in 314 CMR 5.19(20)(e). g. Toxics. All manufacturing, commercial,mining, or silvicultural dischargers must notify the Department as soon as they know or have reason to believe: i. That any activity has occurred or will occur which would result in the discharge of any toxic pollutant listed in 314 CMR 3.16 which is not limited in the permit, if that discharge will exceed the highest of the following notification.levels: (1) 100 micrograms per liter(100 µg/1); (2) 200 micrograms per liter(200 µg/1) for acrolein and acrylonitrile; 500 micrograms per liter(500 µg/1) for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter(1 mg/1)for antimony; (3) Five times the maximum concentration value reported for that pollutant in the permit application; or ii. That they have begun or expect to begin to use or manufacture as an intermediate or final product or byproduct any toxic pollutant which was not reported in the permit application. 10 Barnstable Horace Mann Charter School SE#: 1-576 h. Indirect dischargers. All Publicly Owned Treatment Works shall provide adequate notice to the Department of the following: i. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to PL 92-500, § 301 or 306 if it were directly discharging those pollutants; and ii. Any substantial change in the volume or character of pollutants being introduced into the POTW by a source introducing pollutants into the POTW at the time of issuance of the permit. iii. For purposes of 314 CMR 5.19, adequate notice shall include information on the quality and quantity of effluent introduced into the POTW, and any anticipated impact of the change on the quantity or quality of effluent to be discharged from the POTW. i. Information. Where the permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or in any report to the Department, it shall promptly submit such facts or information. 21. Si ng atory requirement.All applications,reports, or information submitted to the Department shall be signed and certified in accordance with 314 CMR 3.14 and 5.14. 22. Severability. The provisions of the permit are severable, and if any provision of the permit, or the application of any provision of the permit to any circumstance, is held invalid,the application of such provision to other circumstances, and the remainder of the permit, shall no�be affected thereby. 23. Reopener clause. The Department reserves the right to make appropriate revisions to the permit in order to establish any appropriate effluent limitations, schedules of compliance, or other provisions which may be authorized under the Massachusetts Clean Waters Act, M.G.L. c. 21, §§ 26 through 53 or the Clean Water Act,P.L. 92-500, as amended by P.L. 95-217 and P.L. 95-576, 33 U.S.C. 1251 et seq in order to bring all discharges into compliance with said statutes. 24. Axproval of plans and specifications for treatment works. All discharges and associated treatment works authorized herein shall be consistent with the terms and conditions of this permit and the approved plans and specifications. Any modification to the approved treatment works shall require written approval of the Department. 25. Transfer of Permits. a. RCRA facilities. Any permit which authorizes the operation of a RCRA facility which is subject to the requirements of 314 CMR 8.07 shall be valid only for the person to whom it is issued and may not be transferred. b. Transfers by modification. Except as provided in 314 CMR 5.19(24)(a)and(c), a permit may be transferred by the permittee to a new owner or operator only if the permit has been modified or revoked and reissued or a minor modification made to identify the new permittee. C. Automatic transfers. As an alternative to transfers under 314 CMR 5.19(24)(b), any permit may be automatically transferred to a new permittee if: i. The current permittee notifies the Department at least 30 days in advance of the proposed transfer date in 314 CMR 5.19(2); 11 Barnstable Horace Mann Charter School SE#: 1-576 ii. The notice includes a written agreement between the existing and new permittees containing a specific date for transfer of permit responsibility, coverage, and liability between them; and iii. The Department does not notify the existing permittee and the proposed new permittee of the Department's intent to modify or revoke and reissue the permit. A modification under 314 CMR 5.19(24)(c)may also be a minor modification. If this notice is not received,the transfer is effective on the date specified in the agreement mentioned in 314 CMR 5.19(24)(c)2. 26. Permit Fees. Any permittee, other than a public entity,required to obtain a surface water or ground water discharge permit pursuant to M.G.L. c. 21, § 43 and 314 CMR 3.00 and 5.00, shall be required annually to obtain an inspection certificate from the Department, and submit the information and fee associated therewith in accordance with 314 CMR 2.12. Marstons Mills Middle School.doc 12 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town(which you must do by M.G.L. -it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis, Take th.e completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601. (Town Hall) and get the Business Certificate that is required bylaw. I DATE: Z ! �� Fill in please: ` +•:; .-•, ;y Y�. ,;x„ .. :! YOUR NAME S: J ql,c� A E N c_E, APPLICANT'S / Ji1'v�,i,�li��I4•.:�i 4\il4�. '. l!• 111 �Yl� BUSINESS YOUR HOME ADDRESS: C;(?•rid..,lfsSS?;:�,b )� .P�' ;i c; Ji TELEPHONE # Home Telephone Number #: - , NAME OF CORPORATION: ���10 TYPE OF BUSINESS C QY1S V,-UC_ 0 fj NAME OF-NEW BUSINESS '�AW 'fY NS E C Q NO YES 15 THIS A HOME OCCUPATION.. __ � ADDRESS OF BUSINESS- 4 '�� w' �S L MAP/PARCEL NUMBER 0 — 00 (Assessing) When starting a new business there are several things you must do In order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended.to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth ' Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. '1. BUILDING COMMISSIONER'S OFFICE MUST COMPLY WITH HOME,OCCUPATION This individual has e n ' rmed o ny permit requirements that pertain to this pe of buslnAY.LES AND REGULATIONS. FAILURE TO COMPLY. MAY RESULT IN PINT;P: A th rued -igna a** - - COMMENTS: 2. BOARD OF HEALTH This individual has been infor of th permit requirements that pertain to this type of business. MUST COMPLY WITH ALL Authorized ignet�rr COMMENTS: HAZARDOUS MATERIALS REGULATIONS. �� 3. CONSUMER AFFAIRS ( ENSING A HOR This individue een informed ft is sing equirements that pertain to this type•of business.' u orized Si ature** COMMENTS: ' l TOWN OF BARNSTABLE Date:-Oy/2q Ili TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: Ps CC, Cov�S R A(-A�0 t� BUSINESS LOCATION: 6 2-4 Ot;�Q-v't Lz \P b4V- 46LS 2� Win' �'+k INVENTORY MAILING ADDRESS: 2I,_E.JJC-C Q \Ao MAIL •co AA TOTAL AMOUNT: TELEPHONE NUMBER: so9 _ 6 A-g - 36 S -4 CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: 50 2 3? ,p Oo`'1 b MSDS ON SITE? TYPE OF BUSINESS: INFORMATION 1 RECOMMENDATIONS: Fire District: Waste Transportation: b, ` \AtA q,5k L Last shipment of hazardous waste: Name of Hauler: tjMhAA -W-A5t Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts(Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Photochemicals (Fixers) Gasoline, Jet fuel,Aviation gas Diesel Fuel, kerosene,#2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals(Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers,f�4d,rriivev�a�ss&garages Wood preservatives(creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers (including bleach) Spot removers&cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's InitiaNIMIAlej Hazardous Materials Inventory Sheet Checklist I/-Date - , pbysical Street Address-Check database to ensure it exists rking Phone Number Actual Amounts - ( ie. gas being used to fuel machines, thinner to •. clean brushes all count as hazardous materials-no blanks) — Storage Information -location of storage, how long is storage for? --A none, note that. Disposal Information -where and who? If none, note that. ---Applicant Signature - understand what is listed and noted Staff Initial -any questions,know who to ask Vehicle Washing/Rinsing? -give a vehicle washing policy and explain it i/'Attach the Business Certificate with your sign off and comments "The inventory form should explain what the business consists of and the procedures they are doing. Notes need to be left to explain what you discussed with them. 1 2 Del( LEGENDOLD FAL, v k UTILITY POLE a TREE LINE _ \ /�'y ,'„' I 2 L LOCUS I o CONCRETE BOUND I T d t MOLs 110-r 28 BENCHMARK: NWL SET IN PAVE. 1> ELEa/ATION 44.55 FROM G.I.S. �OQ m HCP ACCESSIBLE SPACE �. P ROPOSED BUILDING DRAW.) ba LOCUS MAP SCALE 1 1000 I • "SEE ARCHITECTURAL DRAWINGS •� /� po oP� 3 � ASSESSORS MAP 123 PARCEL 65 pS + p oZ o 0 ZONING: 'RF 43,560 SOFT. - MIN.AREA'. • LOT ' RESOURCE PROTECTION �Ztir�^ 2 OVERLAY DISTRICT 2.0 ACRES MIN. f TOTAL AREA 278,787 S.F. 6.4 ACRES C+= Yp FRONTAGE 150' MIN. Z SETBACKS:FRONT - 30 FTC N� a SIDE - 15 Fr PEAR - 15 FT I.P. FND. r CB ��' h STONES Nn i � 0.57• t In THIS PARCEL.IS NOT IN A FLOOD HAZARD ZONE. S2821'04-E \ HELD �yO d t HCP RAMP o S' SITE IS IN THE GROUNDWATER PROTECTION AS RED. mom_ ly OVERLAY DISTRICT '1 / 1REEUNE(M) OWNER OF RECORD: HOUSING LAND TRUST for CAPE COD. INC 1 (iAKM.E4D(TYPJ J 259 WILLOW STREET. SUITE 1, YARMOIrHPORT, MA 02675 1 REF: DEED BOOK 14455 PACE 72 ���G \ o o �cr I•\1 1 - - „yns�y3 PLAN BOOK 569 PG 8 " P�C'� 9°j \ \ Sb 'S5 Ln 1. I,i z-<•�n pe ti9. l 4 Ia VR C.S. FND. 0 GISP. ..'S1p9 su+ sP' \\ 4ti' •a r T \ / `> >-N N20.20'30"W PE DEsrwnN cnossa+c / ?o. \ 1 \ \\ /.�1 r� r• r3 \ 1 •,mar v D G•1 6. 1 O. O_ ' cooRdrarE :IM D.P.W. 4•PAVEO W4 I W O I -`QV i. l `b .. {.7' 4• �aA _ v�,1i+t�l' ko.' `ov' ` _ Q m c� Of o �' \/• .sJ •Ts: 2 g O P I{ ED W K 10 C.B. FND. t(} ^ `I \d:E Do"Or tNiEF ✓ O L I DISP. /q . _ WA•_ _ 0 A I 2 e o 9'5TW 3 0 h 261.l8' a sic.(ttP.) NI S88' 7'25'W 1 I-I n —/�^j \ a l I I a e. \'E\ m a I I BENCHMARK: SPIKE SET IN TRAIL 1 \1`\ L si•, •NDPuScl -.) O ELEVATION 65.72 FROM G.I.S. ' 1° - g o1 w v F / Y 34ZA - ONE WAY SIGNG4ad'a `V�c`� 6•�¢'• Q S S W) C� W o` a i .. v,s4eoR°ffi` dD o c ¢ /F. LOT 2 'yai''o \�.a'---/ ,�. ,.t+ c o•L�' TOWN OF BARNSTABLE O• 1r i / p o ERISTING USE:VACANT LAND • �� o a 3 . PROPOSED USE: RESIDENTIAL HOUSING :- / 30�DWELIING UNITS ON 6.4 ACRES - O DO coW tSt / 'rS � � H W PARKING REQUIREMENTS: 1.5/UNIT + 1/10 VISITOR - 50 REOUIRED R y �. I 2) U M to / 2 PARKING SPACES/UNIT- 60 SPACES PROVIDED + 2 HCP + 8 DESIGNATED VISITOR SPACES 70 TOTAL u+�2 NO ON-SITE SEPTIC- SITE TO BE CONNECTED TO SEWAGE TREATMENT PLANT AT SCHOOL r 40 39 >e' Sr C.B. o LOT COVERAGE TABLE: / a16 yp 278.787 SF SITE AREA ti$ BUILDING AND DECK COVERAGE: 27,370 SF - 9.87 PAVEMENT AND WALK COVERAGE: 49.073 SF = 17.6% fir' 3 n PERVIOUS LAWN AND WOODS: 202.344 SF a 72.6% r U ° TOTAL SITE AREA 278,787 SF/ 278,787 = to0.0X m OP REGULATIONS: 50% IMPERVIOUS MAX.,30% NATURAL STATE MIN. r`• / / �V i z z m a, IMPERVIOUS BLDGS/DECKS/PAVEMENT/WALKS- 76,443/278787-27.4% <SOR O.K F �p NATURAL STATE- (DEFINED BY TREE LINE) 111.500 SF/278787-40% >30% O.K. `D CAL 1486'24'10'w j 2 `y o c,+ ' rn a SITE PLAN 30 O 30 60 _ 90 SCALE: 1' 30' - .. + 03—208 or2De - 1 ST. FLOOR FLOORPLAN WITH ALL UNITS . 214 _ ;,PPROVAi 11,4 FED TO T.,,as „• FACTORY MILT =^RTi�N a.. aTee ales asee dt N 2 1 200 6 BEDROOM ITi R�OM to BEDROOM 18 � �`` �F A, `�n ,r. , ,r.,,3- ,�` KURT [,wf 13' - _ " aTac an ' . 3 RATED V041S •TW 9vw A f�>n� • 1 75 SEE DETA,1. t� v 1 \I BEDROOM 1C wP ems BATH 4 r+ re BATH 3 P,.SULATEDI i 157 wARDaaeE wA,mRDeE �� %���.. G`•, BEDROOM 2C 29 sD R. 29 SD.FT. „530.FT NIT \ J n "I'UNIT as "gyp veeo �"— R. I11I L 1t,� SA'OOT�,�R„t5. OI aY iTt01 29 En.wi ---- lT-0,? n TTG. 7.1 t.f 70 r----7 70 — ,--}" ----------- COAT CLOSET 7-7 .Tv xa t!w aYq 1anV uw >m tw CDAT CIDSETWARDROBE IACCESS( BATHSratr —TYW-r-- L—.�—j also R. < 1 ze °(^� ..•.c e e.e .we O LIVING ROOMS i Cu j LIVING ROOM A , r•s,.r ,sp „A Ja,rr , ztt zesafl _ _P To xss sD.vT 1 1 IQTCHEN A mTrc3- d B —'�• STA,111,ELL a r -D"UNIT 1 1 IMP s0.FT. aso.n. 1 1 6 'Oj Jul ,. OaO -0W 2' 1qW. ;�i "J'UNIT r , , a•. 1"1 r„DCL 1 1 ,. 1 ..E.. •tEP. i 1 CLOSET 1 1 KITCHEN C 1 I 1 ) W7D 1I aass _ as so.R. 1 1 AREAI G„BAR ,TJ 7/12 RANCH SECTIONva I MR.FIRE 7112 RANCH SECTION s,? c I z 1 RATED wAUS ---------------— J I SEE DE A .a,75•R w'd i PWSU ATEDI s DINING ROOM A DINING ROOM B .1 141 SO FT u15Q FT 1 DINWI ;I`7 IVINGR CjD I I, (V,1_JIi ass sT �aJ!1 1 a/W 3m arse , I i f t''l' � 1 , n a 9112 COLONIAL SECTION .J t�1 V 1 i iS^P y ?• -E"UNIT "F"UNIT !� 7/12 RANCHH SECTIaI APPROVAL. LIMITED TO y! NOTEALL FIRE SEPARATION IN B' f[ w)Qg�4lK'%t!# "A"UNIT -B"UNIT f a INSTALLED s. GA FILE NO.WP 8105 GENERIC 1 HOUR tD PARTY MCELS FIRE s LASE" GYPSUM WALLBOARD,GYPSUM SHEATHING,WOOD STUDS w n,E.o..•nu r,PUTE rwE SdnO ,p e•J ME-MR9DE4,�bT••.e'3:.•S.£I,—A pT•rM• h •t"Aw.q tpp..PA•V b L6 w.t..m TEED WINDOWS r ei►e r•A..ao..D.woops„m s,r-p.w.o-w.q•.a..•..,r.w:ry Pb a T oc a ww.eaR a,ms l taP :,E I LINGS. NOTE;SW SHEETROCK ON ALL INTERIOR WALLS aaan d.t•. e a d vri•�^+^�+q•oT r w.,,.n Erws b r.P.a ,V t °•�s'r+ri.".....o-da...m+rs •<..�w ,,o. ® ® s.a4TER�w.e.rwbsra. �9 Twa.s.a: vAwEs f ewR sDE:a...,—Vr I)- rP"..wAo.a gyp—ex o.w.a,.+ a+o bs" Aw—w.p.c I � w "r•'—�V• >y 9lP•r^,,.r hu•+.vr.tra.•w o- riyt 1 p—b,+,a..a Sde niy I T� 'I—' SEE W►35. bQ Fw . Jtbt...p•..tr,w b.sapy0.0UaEMr.C1 rw.iw, $",Y.�l1t,.,,.►bL 0_,S'.w"•l WA•ed T.c 0.0AD-IFARL.GJ (K R350,�7.�e.9-tTdS,LLOE3+GM VaOS: ' frr lr s.wap. ,A R,]l9,aC.7-a7.70,k DESCN,A,.1 BIRDER i ITiwwG]<A,,,Jb, T 1st FLOOR PLAN JISIr'�G LAND TRUST WILLIAMS BUILDING CO. TRI-PLEX ESETTDRIVE POBOx272 ►p=FTtt p� ^ KBS BUILDING SYSTEMS . INC. LcT5 �1 CD 7 / 81 9 j + 1 GENERAL NOTES: 1_ WATER HEATERS IN ENCLOSED COMPARTMENTS ARE TO BE INSTALLED PER MANUFACTURERS GENERAL NOTES: SPECIFICATIONS. 1.IT IS THE BUILDERS RESPONSIBILITY TO INSURE THAT ALL 2_ POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE. INFORMATION IN THIS PACKAGE COMPLIES TO LOCAL BUILDINGSYSTEMS WHEN NOT APPLICABLE OR ABLE,A RECIRCULATION FILTERING HOOD(MIN.100 CFM)MAY BE ORDINANCES. SUBSTITUTED IF THERE IS A MIN.OF 4%NATURAL VENTILATION IS PROVIDED. 2..BUILDER IS RESPONSIBLE FOR ALL SERVICE ENTRY CONNECTIONS 3. EACH DWELLING SHALL HAVE AT THE PRIMARY LOCATION A MAIN ENTRANCE DOOR.THIS DOOR SHALL TO MAIN SERVICE PANEL. 300 PARK STREET; SOUTH PAR IS,(ME 04281 BE OF BOTH SWING IIIIN THE STATE OF A.0'H_(MINIMUM).EACH DWELLING SHALL HAVE TWO MEANS 3.BUILDER IS RESPONSIBLE FOR ALL PLUMBING CONNECTIONS ALL PHONE: 207-739-2400 FAX: 20 fT-739-2223 4• KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND/OR FURNISHED AND 1stDER FLOOR CEILING AND 2ndI st FLOOR JOISTDFLOOR O STCTIONS BETWEEN / INSTALLED ON SITE BY BUILDER. 4.IF THE HOME IS BEING SHIPPED INTO 110 MPH WIND ZONE,ALL MA ISSUDED MANUFACTURER#MC-243 EXPIRES 04/30/05 5. ROOF SHINGLES ARE FACTORY INSTALLED.EXCEPT AT RIDGE AND HINGE POINTS OF ROOF WHICH IS FASTENING MUST COMPLY TO.110 MPH WIND ZONE CONNECTION FACTORY FURNISHED BUT FIELD INSTALLED BY BUILDER SHINGLES MAY BE FURNISHED BY BUILDER SCHEDULE'. THIRD PARTY INSPECTION AGENCY:PFS CORP. TPIA#02 EXPERATION DATE OF CURRENT CERTIFICATION:04/30/05 AND FIELD INSTALLED. 6. HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT MAYBE 5.-THIS UNIT MUST BE CONNECTED TO A PUBLIC WATER SUPPLY AND DONE IN FIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF THE STRUCTURE. SEWER SYSTEM IF,THESE ARE AVAILIABLE. SHEET# SHEET NAME DATE REVISION DATE ALL FLOOR,WALL AND CEILING PENETRATIONS MUST BE FIRESTOPPED PER CODE REQUIREMENTS 6.REFER TO CALCULATION MANUAL FOR BEAM AND HEADER DESIGN.P1 COVER PAGE 06-04-04 N/A DESIGN CRITERIA: (IRC SECTION R602.8.1). 7.DRAWINGSINTHISSUBSETSHOULDNOTBESCALEDFOR OF Q��A� I wt P2 FRONT ELEVATION 06-074M N/A USE GROUP: 7. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AND CEILINGS SHALL HAVE SUCH DIMENSIONAL REFERENCE.DIMENSION LINES AND NOTES a' n y t P23 EXTERIOR ELEVATIONS 06-07 04 N/A P3 1st FLOOR PLAN 06-07-04 N/q R3 IN MASS. OPENINGS FIRESTOPPED. SUPERSEDE ANY SUCH REFERENCE. Cp,;TrJP.Y SIj!L P4 2nd FLOOR PLAN 06-07-04 N/A 8. FOR FIELD CONNECTIONS SEE MODEL CROSS SECTIONS. P7 tsl FLOOR ELECTRIC 06-07-04 N/A CONSTRUCTION 9. ALL NOTES PERTAINING TO-IN FIELD-,-BY BUILDER-OR ARE BUILDER/CONTRUCTORS RESPONSIBILITY. �JU A P7a 2nd FLOOR ELECTRIC 97.'.04 -04 M/A CLASSIFICATION: 10. ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED. JUN ' U7 Pa l ELEC/PLUMB NOTES pa. N/A 58/WOOD FRAME 11• EVERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMARY EXIT,AN EMERGENCY USE OPENING OF ATTENTION LOCAL INSPECTIONS DEPARTMENT: P12 WINDOW/DOOR FLOOR SCHEDULE 04 N/A (UNPROTECTED) LEGAL OPEN SPACE.WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS THEY SHALL HAVE A SILL The following items have not been completed by the Modular ` 11111111r," P12 1st FLOOR HEATING N/A HEIGHTOF NOT MORE THAN THAN 44'ABOVE FLOOR,HAVE A NET CLEAR OPENING OF 3.3 SQ.FT.AND MIN: Homes Manufacturer,have not been inspected by PFS Corp., ����� �r � //�i�� P72a 2nd FLOOR HEATING o6 07 oa. N/A DESIGN LOADS: NET CLEAR OPENING OF 20'X24-. and are not certified by state modular label.Code compNance ���'y �S,�r, '���' P12b HEAT LOSS SHEET#1 06-07-04 WA LIVE LOADS 12• A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED ON P72c HEAT LOSS SHEET#Z 06-07 04 N/q must be determined at the local level: �� rCL.;r`ZT, y P13 PLUMBING SCHEMATIC H2O 06-07-04 N/q 1 ST.FLOOR-40 PSF ON EACH FLOOR LEVEL INCLUDING BASEMENT.SMOKE DETECTOR SHALL BE INSTALLED IN EACH BEDROOM Foundations,Porches,decks and steps P13a PLUMBING SCHEMATIC DWV 06-07-04 N/A BEDROOM AREA-30 PSF I AND IN THE VICINITY OF BEDROOMS,AND WIRED.IN SUCH A WAY THAT ACTIVATION'OF ONE WILL ACTIVATE HVAC systems y Plumbing and Electrical / P16 SECTION COLONIAL AREA 24 WIDE 06-07-04 N/A ALL,AND WITH NO INTERVENING SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE INSTALLED BY BUILDER connections at site Any items marked - � j T E���c' 1 N P76a SECTION RANCH AREA 24 WIDE 06-07-04 N/A ROOF(snow)-25 PSF THEY MUST BE INTERCONECTED WITH ONES INSTALLED BY MODULAR MANUFACTURER on included drawings y i em BUILDER'or-BY OTHER - :�O 3 P16b SECTION RANCH AREA 22 WIDE 06 07 Oq N/q drifting&sliding as applicable 13. A PHOTOELECTRIC SMOKE DETECTOR SHALL BE INSTALLED ON EACH FLOOR. or with the or symbols P19 FOUNDATION DETAILS 06-07-04 N/A ATTIC-10 PSF MINIMUM 1 P19a FOUNDATION LAYOUT 06.07-04 14. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4-SPHERE CANNOT � N/A CORRIDORS-40 PSF PASS THROUGH. 15. ENCLOSED ATTICS AND ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE � :{'�-'- 20 TOTAL PAGES STAIRS-100 PSF �� v`^� BALCONY-60 PSF UNDERSIDE OF THE RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENINGS PROTECTED AGAINST RAIN AND SNOW AND COVERED WITH CORROSION STAIR NOTES: DEAD LOADS RESISTANT MESH NOT<1/4'NOR>1/2'IN ANY DIRECTION. 1.BASEMENT STAIRS SHOWN ARE TYPICAL FOR STANDARD PLANS LOCATION OF LABELS: 10 PSF OR ACTUAL 16• SAFTY GLAZING SHALL BE IN EGRESS AND MEANS OF EGRESS DOORS,IN FIXED AND SLIDING DOOR DATA PLATE -(1)PER DWELLING AS INDICATED ON PLAN ASSEMBLIES,AND PANELS IN SWINGING DOORS, STORM DOORS,IN ALL UNFRAMED SWINGING DOORS 2 ALL STAIR OPENINGS AND HEADERS ARE BASED ON BASEMENT CEILING HEIGHT OF 8-0' PFS LABEL (1)IN EACH MODULE WIND L _ IN DOORS AND ENCLOSURES UNLESS SHOWN ORES FOR HOT TUBS,WHIRLPOOLS,BATHTUBS AND SHOWER OTHERWISE AS INDICATED ON PLAN GADS(wall) 21 PSF SIN ANY P BUILDING WALL N ART OF A ZONE-3'-90 MPH ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF GLAZING IS LESS 3. RISE,RUN AND OPENING FOR STAIRS MAY VARY AS PLAN DESIGN VARIES.MAXIMUM RISER STATE LABEL -(1)IN EACH MODULE AS INDICATED ON PLAN THAN 60'ABOVE DRAIN OUTLET,IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR OF 8 1/4'MINIMUM TREAD OF 9'WITH DOOR WHERE NEAREST VERTICAL EDGE IS WITHIN 24'ARC OF A DOOR IN CLOSED POSITION AND WHOSE AN 11/4-NOSING.STAIRS WILL HAVE MINIMUM.HEAD ROOM OF 1748-,MINIMUM WIDTH OF T-0- BOTTOM EDGE IS LESS THAN 60-ABOVE FLOOR,IN AN INDIVIDUAL PANEL OTHER THAN THOSE LISTED 4.'BUILDER IS RESPONSIBLE TO INSTALL BASEMENT STAIRS,LANDING AND RAILING.RAILING APPLICABLE STATE BUILDING CODES: ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS_ SHALL BE INSTALLED AT 3T TO 36-MEASURED VERTICALLY FROM NOSING a.EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ.FT. S. MAXIMUM VARIATION IN RISER HEIGHT BETWEEN 2 ADJACENT RISER IS 3/16' MASSACHUSETTS b.BOTTOM EDGE IS LESS THAN 18'ABOVE THE FLOOR. 6_ MINIMUM CLEARANCE FROM WALL TO HANDRAIL IS 1 10,HAND RAIL MAY PROJECT INTO MA FUEUGAS/PLUMBING CODE c.TOP EDGE IS GREATER THAN 36•ABOVE THE FLOOR THE STAIRWAY MAXIMUM 3 1/Y d.ONE OR MORE WALKING SURFACE WITHIN 36"HORIZONTALY OF GLAZING. 7. LANDINGS SHALL BE AS WIDE AS STAIRS MA STATE BUILDING CODE-CURRENT EDITION SAFTY GLAZING SHALL BE IN WALLS INCLODING STAIRWAY LANDINGS OR WITHIN 60'OF THE TOP OR BOTTOM 8. SWING OF A DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP STEP. 1993 BOCA NATIONAL BUILDING CODE OF STAIRWAYS WHERE THE BOTTOM EDGE OF GLASS IS LESS THAN 60'ABOVE THE WALKING SURFACE. 9• ALL STAIR RAILINGS AND GUARD RAILS SHALL BE INSTALLED BEFORE DWELLING IS OCCUPIED W/AMENDMENTS EXTERIOR ENVELOPE INFORMATION: 17. PLASTICS(INCLUDING GLAZING,SIDING AND SKYLIGHTS)AND FOAM PLASTIC(INCLUDING INSULATION 10.3 OR MORE RISER SHALL BE PROTECTED BY HANDRAIL ON AT LEAST ONE SIDE ) 2002 NATIONAL ELECTRICAL CODE IF USED SHALL BE IN COMPLIANCE WITH STATE CODE 11.OPEN SIDES OF STAIRS OR LANDINGS 18.OR MORE ABOVE ADJACENT FLOOR AND AT SEE MAS S C H E C K 18. T-0 MINIMUM ROOM SIZE TO BE 70 SQ.FT.WITH A MINIMUM ROOM DIMENSION OF '.ONE ROOM A MIN.OF WINDOWS ON STAIRS OR LANDINGS SHALL HAVE RAILINGS. W/MA AMENDMENTS OF 120 SQ.FT,AND A MIN DIMENSION OF 10 FT.(MINIMUM DIMENSION OF 10'-0-IS NOT CODE REQUIRED BUT 12. OPEN RAILING SHAH HAVE GUARDS BELOW RAILING THROUGH WHICH A 4- SPHERE HEAT SYSTEM INFORMATION: CHIMNEYNENTING SYSTEM TYPE: IT IS A MANUFACTURERS CHOICE) CANNOT PASS SYSTEM TYPE: HOT WATER MASONRY(ON SITE)OR ALL-FUEL TYPE CHIMNEY 19• ALL STAIRWELLS USED AS A COMMON SET OF STAIRS MUST HAVE A MIN.OF 1 HOUR RATING. IL - FUEL OIL (UL 103 HIGH TEMP)INSTALLED WITH PROPER 20• THE NUMBER OF MODULES MAY VARY. 21. IN ATTIC&ENCLOSED RAFTER SPACES,THE MINIMUM VENTILATION AREA SHALL BE 1/300 OF THE AREA SPECIAL SYSTEMS: CLEARANCES ON SITE. OF SPACE VENTILATED,PROVIDED A VAPOR RETARDER HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM IN ACCORDANCE WITH ASTM 96 ISINSTALLED ON WARM SIDE OF ATTIC INSULATION AND PROVIDED FIRE ALARM SYSTEM-AC/DC PHOTOELECTRIC SMOKE DETECTOR 50%OF THE REQUIRED VENTILATION AREA PROVIDED BY VENTILATORS INSTALLED IN THE UPPER PORTION BUILDING INFORMATION: OF THE VENILATED SPACE AT LEAST 3 FT.ABOVE EAVE OR CORNICE VENTS,WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR AREA OF 1st FLOOR: 2717 Sq.Ft. 22. ALL HABITABLE ROOMS SHALL BE PROVIDED WI AGGRE AREA OF NOT LESS THAN 8% AREA OF 2nd FLOOR: 1008 Sq.FL OF THE FLOOR AREA OF SUCH ROOM.THE MINIM NATU EA SHALL BE 4% OF THE VOLUME OF ENCLOSED SPACE: 67604 Cu.Ft. ALL CONSTRUCTION CONTROL DOCUMENTATION FLOOR AREA VENTILATED. PFS O R PO RATI N 23. ALL DOORS ON OCCUPIABLE ROOMS SHALL BE MI .32',BA HAVE INI SHALL BE SUBMITTED BY THE BUILDER TO THE LOCAL BUILDING OFFICIAL_PER SECTION 116 2 HEIGHT ABOVE FOUNDATION: STORIES:2 HEIGIIT:28'-4- 4.DATH FAN VENT IS 100 CFM. RANGE HOOD VE T IS 160 P �9VE� DESIGN OCCUPANCY LOAD: 1 PERSON/200 Sq.FL(per dwelling/floor)(per floor/building) Plzn: TO corlFhi with a BUILDING LOCATION: MUST BE OUTSIDE FIRE LIMITS LOT LINE MINIMUN SET BACKS: GREATER THEN 1V-V FIRE SEPARATION ASSEMBLYS: C''r ;�la=,Dr*s: t USE VVP 3514 AND VVP 8105. LOCATIONS N ED ON 1ST FLOO ' ,N ?N R - BRS 1 DPS I.D. #: d BUlDEN RESERVED FOR STATE USE JSING LAND TRUST WILLIAMS BUILDING CO. TRI-PLEX C0 -R P, E Mass.) R , �' ,ry E a - , .HESETT DRIVE PO BOX 272 SHE # P; o KBS BUILDING SYSTEMS. INC. STONS MILLS MA_ n26,� VAPhAnl ITL.JDr%C3-r RA __ DvvN RY tA/ 3nature _ Titie _ 12 sr e GABLE vENi. n.o so. ROOF VALLEY BUILT 8 INSTALLED ON SITE RIDGE VENT BY OTHER �a R,oGE vERr o�ER / FIREwAiLs. RIDGE VENT RIDGE VENT 12 �r GULSS O ROOFING SNINGIE APPROVAL UMIFED TO FACTORY BUIL T FD, T 104 Y ®0 Fm 00 ®® Q JUN 2 20 FM EM 1=1 1 0 00 ®0 =l , ;- CAP KURT y� FRONT ELEVATION = A. INDICATES FI NOICATES FIRE SEPARATION �` CT�ad V�• n 1 V� SEPMATION BETWEEN UNITS.SEE SHEET N'3&P4 _ 1 BETWEEN UNITS.SEE SHEET W3 FIRE RATING DETAIL Iow 3$m v I — FIRE RATING DETAIL NW MIS `ZZ APPROVED 1 PFS C ORP i t , r h APPROVAL L11MAITED TO FDIC ORYDILT POF�T!O;:v� USING LAND TRUST WILLIAMS BUILDING CO. TRI-PLEX FRONTELE1fATI0N ^ KBS BUILDING SYSTFMq INC. :HESETT DRIVE 'STnN MI( I nnn noarQ PO BOX 272^,__ SHEET# P7 o II BR 7. 11 Ic bE VE 50. 11 11 ' II RIDGE VENT ROOF VALLEY BUILT& I INSTALLED ON SITE BY RIDGE VENT, NO wDGE VENT OVER OTHERS RIDGE VENT F"tEw�s� 11 1 i 11 CLASS C I I 12 ROOFING SHINGLE I I 11 11 1 1 = APPROiIAL L:NTiTE-n� TO 1t 1 1 FACTORY B :tL't Pn�;T i0► Q II LLLJI KU -1 moo JUN S T=ABBE;c REARELEVATION INDICATES FIRE SEPARATpII BETWEEN UNITS SEE SHEET AJ6P. NpCATE5 FIRE SEFARATK7N FIRE RATMG DETAIL/WG SSw. - BETWEEN UNITS SEE SHEET svd FIRE RATING DETAIL MW Emi ��� \I1aY•\t V�` TTIFm ROOFING SHINGLE CLASS C ROOFING SHINGLE RIDGE VENT 0 `CLASS C 7(12 - ROOFING SHINGLE Fm 0 0 LLIJ 00 ao 0 APPROVED- RFS _:OPP LEFT ELEVATION RIGHT ELEVATION ' Ij i + ':� MF t Es e (SING -LAND TRUST WILLIAMS BUILDING CO. TRI-PLEX -IESETT DRIVE EXTERIOR ELEVATIONS PO BOX 272 SHEET# P2a Z KBS BUILDING SYSTEMS. INC. :TIIN 11A11 I C Mn n�cc� .,,. F.. ,.,. .�. ._ __— ., �,. O 1ST. FLOOR FLOORPLAN WITH ALL UNITS . APPROVAL Ll?. ff EH IT-,'3w 11--,13r FACTORY L-B;IIi T ^'ORTiON 3766 376E 3786 3766 i.J �•Lijr vU� %%% I It l7Nq/��i 1r-11I „• BE,D6ROOM to BEDROOM 1B \� OF Mft SO.Fr 126 SO. lr-1 t FT \\ /R7 t f..MY,pE`4" - KURT CyGJ7"? "x,.)E•,r r.,•SIA,a..ecE /ro ` � A.3766 3766 ,, :7f.naE TBrEATfwOp.t7UisoE S _ I C]tiBERG = _ 41131 — 39 _ V 3 RATED WILLS .T..S1ta.tr N4vQ SEE DETAIL BEDROOM 1C (� °�01TEse) 157 so.Fr 21 BEDROOM 2C AAA E* To BATH 3 115SO Fr "C"UNIT 29 SO.R. . �0 "I"UNIT tIBED ])r6aA6 _ ve6D Liol 2-� Pt xa.snfns f t'd — • /,)r f?a 1.•w K E. —i — COAT CLOSET �,] �, COAT CLOSET 1E_T /r1t,?ntr i�TIC.—I 1 ATTIC 1 1 Fv ( EA—)u7m —12 rSr. Son WARORt]BE ,wOCE55, ATH 5 1 .. 1 A— rroc6 I"occ A.rre � -- ----- TOW r-- L—pg.—� 37 so Fr. 1 .4 1 2s °')'� o.ew.o are..c LIVING ROOM B I Cu I--� LIVING ROOM + r-6+7r lsD ,� z�,rr , rs 28v so.Fr 1 �u 1 .170wr.m 766 50.Fr KRCHEN A KITCHEN B —_� STAIRWELL - sASE.ENT "D"UNIT 1 1 6s so.Fr. as So-Fr. ( ( ( 1 I 1 ,ol , 1 u ].w aml isw aaa xD = .Tmsf... , i„i te6 �0 .,— z ,W D� iui _ "J"UNIT r 1 ( ( 1„1 E� I I r—r-ram CLOSET 1 1 KrrCHEN C Ol.301..1 K SO.R. I I AREA] 3268 � RIGH BAR L .0 1w• 1 1 30 29 1T-359- 1 I 0.w 1 Y 1 ,r-11 311 7/12 RANCH SECTION ,f.LFAE ' 7/12RANCH SECTION slrr ., ------------- d 3 1 al 3 1 TSEE WALLS VI DETAIL% BAR (`W (015UlATEDJ DINING ROOM A DINING ROOM B .ISO F7 N/s0.F7 I � I - 1 v 1 e DINING,/ IVING ROOM c: 1 1 2ss s0.Fr ( I ]766 ])66 376E 3766 � A.. � ROVED I 1 P CORP 3 3ra f-.Il 36' 7l? Ire tn„yr d }} f n•-11, '•-"' 9112 COLONIAL SECTION .l V -4 :J i,5'�Y' 7n2 RANCH secnoN "E"UNIT "P UNIT "A' �p� � UNIT "B" UNIT NOTEALL FIRE SEPARATION STALLED t�S-Id:S APPROVAL LIMITED FA TO fff C IONf i RD PARTY LABEL$ GA FI ENO.WP 81051 FGENERIC OE LABELS 1 H U GYPSUM WALLBOARD.GYPSUM SHEATHING.WOOD STUDS FIRE TA PLATE r r.aal »ro»slc (TEED WINDOWS Emg �� EXTERIOR SIDE'O".t yr 4r" W type a .Nw,�so...�b]>�—e.e: OTistaa w.uswRo.WOOD STUDS Ir..."ia 1 3.•s.f.".--&.V....•O<.a.wa:af Arta A r_a er.rea.e.d.E Im De.�yr rr...Erv+�.+�.oat>orvur"wtrw mu<.pY.e a>+r CEILINGS. —II "rOlof gnm, �"t""9 mar es r.lr a.N.a1 1.Ee.vtli60nD NOTE:SIB'SHEETRGCK ON ALL INTERIOR WALLS. r.r.aV.•"..nr.Ir.rx.•..m.m it a<...If m-rW. T,.a.rs.: VARIESw.re..".s lrac iy wTERf1Yt 90E:Ont bfW W t7o.m gyPI "aall.'—Les AIWMa WPI-I bWAMboa6. A6Ve.. 7.d Jeer a•s6a..Irto WOWM.;y.,µpapBEMi ary. 7+ei Swr.aaftrat).►t.0 asf.a..—tVi..).t.E pY—. --we atyt.ba4b wi)a 6a m.l.o rota.1718•b% Fi.T.t 3aiy)�, ��� D 15'1--IW I—I r o c ILOAO-BEARIRG) (LL R]SD—?.-M.$EESEE V.P3510 VW 17L pESrCj1 U�; &I6DEft Wtu.w7r.i,)gaff lA R1319.129.7-22-70.UL DESIGN IAI.) JSING LAND TRUST WILLIAMS BUILDING CO. TRI-PLEX 1st FLOOR PLAN KBS BUILDING SYSTEM INC HESETT DRIVE PO BOX 272 sHEET# P3 g �� SYSTEMS ,QTnf�I A/111 1 C IIAA rn�cc13 �Iw. r I 2ND. FLOOR FLOORPLAN WITH ALL UNITS . .•a I ]TE6 ]T66 ]isd 7766 ' F BEDROOM ZBFF T S,,,EATNaC DR ———— ———— BEDROOM 24 I ----T------- ,3650.FT. t]6 so.FT. I I I • I ————————————— I ——————————————— I /el I I I I I I ( / I {�. � WARDROBE WARDROBE � I I I I , i . FRAME ROOF TRUSSES Zo APPROVAL LiNN UiT EC TO ifO.C.DBL TRu5SE5ram FRAME KO T FAC ORY ✓4' 'O .T{O N E----------i ------—. ----- ----- ----- JtlN7. ,Od---- AIEA STAR,N50 FRAME ROOF TRUSSESARE FRAME ROOF TRUSSES].'O.C. 9• 7-3 ' , 3 0" A 7.3 3 if O.G OBI.TRUSSES Y I I 8 TH' ® BATH 2 Ao r so Fr. ` KA. UT yGJ, \\♦ I r" a ra I = <-S' STE!BE—R17 `_`f' __ WARDROBE WARDROBE I ' �;�. 41 I VALLEY ROOF BUILT ON SITE LOW RI I BY OTHERS MATEALS I RANCH SECTIONS BE •ro •' RANCH SECTIONS BELOW �• '+ �,�1:�,� I SUPPLIED BY KBS I ——— I I i BEDROOM 3A BEDROOM 38 121 50.Fr. 12,SO.FT. i I I I _ I I = 'RATED WAS LL I I I o S35. 3' APPROVED 3766 3765 T" , i P �/OP '. I , I F` t i ! 'UN nr I RANCH SECTIONS BELOW I 9/1 TRUSS ROOF APPROVAL PROVAL e P11TE'D T S i 'G'UNIT ,fo.c 'H'UNIT � t•-fit►i VV V �A tTORY€_!,ILT PORTION� NOTE:ALL FIRE SEPARATION IN•BASEMENtWIVifC` 6 INSTALLED ON-SITE BY OTHERS. TR,RD PARTY LABELS EGYPSUM L NO.WP 8105 GENERIC STATE LABELS 1 HOUR DATA wwrE GYPSUM WALLBOARD•GYPSUM SHEATHING•WOOD STUDS FIRE wK 1 bDE:O,r f eiiM S�INTEEDWINDOWS �• aFa•�o�,.��,t]Y•gY.aria.0 rm/,y nyFC ,r iw.mba.tW.6 e�raw lairb d prp•uw•. v raOO.p D lw aeavr• )"CEILINGS. e,.,;,,,e,•,e< _ _ NOTE:S/8'SHEE7ROCK ON ALL W7ERK)R WALLS. ,ver• —,r o.c SIDE p,a�a�yf ryp.apr swe.ye.a,e...ar,,.a;aw B�,,.,,md,;y�.,,�- T..k App�W„yr �,ES . w, ..,wea.+Fv�.waRrornV+>^Wasnm,.a,sa e..,.a..tis.,T,a,00 F:.T.ar. SEE rw asw7- !..wA lm W„••C.TnG 0.0•D•BEAr , (UL R]301�7.-.8,41);S,UI pEgON U]09�MiR .• ffJ,,.Ga .r.)a3, UI Rt],9128,T32-M M DESTd U314) USING LAND TRUST WILLIAMS BUILDING CO. TRI-PLEX 2naFLOORPLAN 3HESETT DRIVE ^ KBS BUILDING SYSTEMS. INC_ PO BOX 272 z �c,T-�w)c� a AT) I .-+ . . . ......�.. _ _ . _ SHFFT if p,d Q BEDROOM 1A BEDROOM 18 N dl C q� OI i MICFALLi AI,CF-T p.PPROVAI UNTE�_• '�� BEDROOM 1C FLU FLOM ,r FACTORY Bt�1!.T PtJ.. . BEDROOM 2C BATH 4 BATH 3 ,1 Uri ..�..., "C"UNIT L3 " NC.MLT - 'I"UNIT �� t►;►1 e a r n na,�i FLDOR FLOOR ------------------ -- DI - ��� OF r � 9�, ------------------ o i KURT y�; BATH 5 _ w.T.9 — -------------- — A' i LIVING ROOM A meslrt. LIVING ROOM B _ _ S 1 FtiBL_ "D"UNIT tar ENA B = t No. 4 .J1v .gib .;.,.. ` � f x?�. ` T 3 ' T "J"UNI ��C� CHA N�"F-��Q: — ------- ------- KITCHFJJ C — ` I t t nA 1 I 1 1 rP. 1 1 _ 1 1 1 1 1 DINING ROOM A DINING ROOM B 1 I 1 1 rRwaS to a+o.Fw•e•IX"r HOME RYIB ro ac FVI x w.Ir 1 1 o cEi.roar 9Ar,EAE m¢z.Joasr BA+,ERE 1 1 FLOOR KCE53],C.Fip OIOOR KGELS Jr.O. DINING! LIVING ROOM C zonA PANEL f FLA) I t BOX DROP IOC. 2W A PANG 8OX (PANEL BOX'B') DROP LDC. t t (PANEL BOX-C-) . 1 2W A PANEL I 1 BOX DROP LOC (PANEL Box-A-) "E" UNIT "F"UNIT CEILING)XSTFOR - "A"UNIT "B"UNIT f ti1'PR0 V� .� Ln 1 WAY a IJGNT FLi,iAtsu-i ryq EFS CORD SEMENT1wAY i !CEILING JOIST f 3ND FLR SIDS `l P,• t � FLOOR JOIST FOR 1�, x 1 ♦SEMENT SID _ r ROOR JOIST FOR iEMENT LIGHT I APPROVnL UNITED TO e /�qqr'T r+ r^ire cELJasrFOR rsv F I`?'� L. pt i 3�Jf't """G"' NOTE: PHOTOELECTRIC SMOKE DETECTORS. - _ BISDER � JSING LAND TRUST WILLIAMS BUILDING CO. TRI-PLEX 1st FLOOR ELECTRIC U' ^ KBS BUS ZINC-. ,gY.�TFI\A.q Wr c EETT DRIVE A ^„^^^ PO BOX 272 SNrFT3t o r-----------------------� BEDROOM2A BEDROOM28 I I I IIgGFMRT I I M1GFnty, I ------------------ I i i I I Mv i i I I I I IF----------+----------------- I I i I I I I I I I BATH 1 ® BATH 2 , b I APPROVAL LWlll!T-� TO FAG.TORY BL IL I POD:i0►* JUN H-B I I `4---------- I. ———————— ---------J OF I I I ' BEDROOM 3A BEDROOM 3B K ✓`�_ STE.�A. 3E= u I I I No. 31 ImINS TO iSi.iw FllYi I.owI -101ST I I ( ± ro FLaoR AIST e+r rEgE roc�ooR.qsi anr.,ERE .—�i - t vLA��� (`` `� I I 1 IRoon�COEss]ro.iwi IROon.[CESS].o.Fwl '� �� to �1V `"` IMCiM4i - `` I I I I L———————————y———————————J 'G'UNIT 'H'UNIT i hf3t!Y a:.D ..`.. I FLOOR JOIST FOR A �](}t S {� l FL Flq SWAT + P S OOR JQST FOR �J CORPf['ll - ♦SEMENT 3—V Ja57 IST FL R 1ST FLR 50$ � f i FLOOR JOOT FOR BASEMENTS/O I FLOOR JOIST FOR •}�( !� r j .SEMENT UG.T 1��%/"tt I ;�r�1TEr� TO A�CLPGHT , NOTE: PHOTOELECTRIC SMOKE DETECTORS. EAC+TORY$UILT PORTI ON ATTIO ucNr BIRDER JSING LAND TRUST WILLIAMS BUILDING CO. TRI-PLEX 2nd FLOOR ELECTRIC ;HESETTDRIVE PO BOX272 Z ^ KBS BUILDING SYSTEMS , INC. CTl1P1 RAll 1 0 RAn n�r�cn ....- —. ._ _ _. SHEET# P7a 200 AMP SERVICE PANEL"A"(SERVES"A"& "B" UNITS) „ „ I, K II 200 AMP SERVICE PANEL B (SERVES C , D , E & G UNITS " 'IF-, „ ,I I,II " ,I lCIRCUIT DESCRIPTION 8 SIZE WIRE WIRE BREMER CIRCUIT CIRCUIT BREAKER BREAKER ) 200 AMP SERVICE PANEL 'C (SERVES H , I & J UNITS) iDENTIF. SIZE SIZE S DESCRIPTION WIRE WIRE CIRCUIT BREAKER BREAKER IDENTIF. IDENTIF. DESCRIPTION SIB S� SIZE SI DESCRIPTION CIRCUR DESCRIPTION SIZE WIRE WIRE SIZE CIRCUIT AMP VOLT AMP VOLT IDEWIF. DESCRIPTION IDENTIF. AMP VOLT AMP VOLT IDENTIF. AMP VOLT SIZE SIZE AMP VOLT IA SMALL APPLIANCE 2DA 1 t0 12-2 12-2 20A 110 SMALL APPLIANCE 2A 18 SMALL APPLIANCE 20A 110 12.2 12-2 204 110 SMALL APPLIANCE28 iC SMALL APPLIANCE 20A 110 12-2 1T-2 20A 110 SMALL APPLIANCE 2C 3A GENERAL LIGHTING iSA 110 1a2 tat i5A 110 GENERAL LIGHTING 4A 38 GENERAL LIGHTING 15A 110 tat 1a2 i5A 110 GENERAL LIGHTING 48 4C SA GENERAL LIGHiTBNG 1SA 110 14-2 14-2 t5 1 110 GENERAL LIGHTING 6A SB GENERAL LIGHTING 1SA 110 14-2 14-2 i5A 3C GENERAL LIGHTING 1SA 110 tat 14-2 i5A 110 GENERAL LIGHTING 110 GENERAL LIGHTING 68 5C GENERAL LIGHTING i5A 110 14-2 14-2 15A 110 GENERAL LIGHTING 6C 7A LIGHTING 1SA 110 1a2 14I 15A 110 GENERAL LIGHTING B 1 78 GENERAL LIGHTING 15A 110 1a2 i4-2 15A 110 GENERAL LIGHTING 88 9A GENERAL LIGHTING 15A 110 14-2 14-2 NSA n0 7C GENERAL LIGHTING ISA 110 1a2 14-2 RSA 110 GENERAL LIGHTING 8C GENERAL LIGHTING IDA 98 GENERAL LIGHTING ISM 110 14-2 14-2 1SA 110 GENERAL LIGHTING 1013 9C GENERAL LIGHTING i5A 110 ia2 tat 15A 110 GENERAL LlcrrrING 10C itA GENERALLIGFR7ING t5A 110 14.2 i2-2 20A t10 WASHER 12A 1t8 GENERAL LIGHTING 15A 1t0 tat 12-2 TOA 11C GENERAL LIGHTING 15A 110 tat 12-2 20A 110 WASHER 12C 13A 110 WASHER 128 RANGEIIWALL OVEN 40A 220 8-3 10.3 3DA 220 DRYER 14A 13B 148 13C 14C 1SA IBA 158 RANGE/WALL 40A 220 8-3 10.3 30A 220 DRYER RANGEIWALL OVEN 40A 220 8-3 10.3 30A 220 DRYER 138 15C 16C 19A DISHWASHER 20A 110 12-2 12-2 20A 110 BATH GFI 18A 17B. DISHWASHER 20A 110 12-2 12-2 20A 110 BATH GFI 1B8 f9A GARBAGE DISPOSAL^' 20A 110 1T•2 12-2 20A 110 17C DISHWASHER 20A 110 12-2 12-2 20A 110 BATH GFI 18C BATH GFl 10A 19B GARBAGE DISPOSAL 20A 110 12.2 12.2 ZOA 110 BATH GFI 208 19C GARBAGE DISPOSAL ', 20A 110 12-2 12-2 20A 110 BATH GFI 20C 21A REF BATH TOR 15A 710 1a2 12-2 20A 110 NB GFl"' 22A 218 REFRIGIRATOR 15A 110 id 2 12-2 20A 110 TUB GFI" 228 21C REFRIGIRATOR 15A 110 141 12-2 20A 110 TUB GFI•I 22C 23A BATH GFI ZUA 110 12-2 25A 10 2 25A 220 WATER HEATER" 24A 238 BATH GF1 20A 110 12-2 10 2 25A 220 WATER HEATER 248 23C BATH GFI 20A 110 12-2 24C 29A 2278 26B 25C 101 25A 220 WATER HEATER- 26C 30A 29B 288 27C 31A SPARE(CRAWL OR 8SMT.) 32A 30B 29C 30C 33A SPARE(CRAM OR BSMT) 318 SPARE(CRAWL OR BSMT.) 32B SPARE(AWL OR BSMT.) 34.A 338 SPARE(CRAWL OR BSMTj 31C SPARE(CRAWL OR BSMT.) 32C 348 33C SPARE(CRAWL OR BSMT.) 34C 38A 35B SPARE(CRAM OR BSMTT.) 36B 35C SPARE(CRAWL OR BSMT.) 36C �31BA 37B 40A 39B 3B8 37C 38C 40B 39C 4DC IF DEDICATED SPACE IS NOT USED IT MAY BE REASSIGNED To F R OPTIONAL CIRCUITS •' IF DEDICATED SPACE IS NOT USED IT MAY BE REASSIGNED TO AN OPTIONAL CIRCUITS WATER HEATER MAYBE OMITTED WHEN ALTERNATIVE SOURCE OF HEAT FOR WATER SUPPLY IS PROVIDED 8Y BUILDER ••IF DEDICATED SPACE IS NOT USED R MAY BE REASSIGNED TO AN OPTIONAL CIRCUITS NOTE:ADDITIONAL CIRCUITS MAYBE ADDED OR DELETED AS FLOOR PLAN OR SALES CONTRUCi DICTATE WATER HEATER MAY BE OMITTED WHEN ALTERNATIVE SOURCE OF HEAT FOR WATER SUPPLY IS PROVIDED BY BUILDER WATER HEATER MAY BE OMITTED WHEN ALTERNATIVE SOURCE OF HEAT FOR WATER SUPPLY IS PROVIDED BY BUILD NOTE:ADDITIONAL CIRCUITS MAY BE ADDED OR DELETED AS FLOOR PLAN OR SALES CONTRUCT DICTATE NOTE:ADDITIONAL CIRCUITS MAY BE ADDED OR DELETED AS FLOOR PLAN OR SALES CONTRUCT DICTATE � /��1T1111/ APPROv;cL,T13iivl PCRTIG'4 `.�``��`` A'17L r' o� K i oywlNolEs. yGs� SUPPLYIaTES: FACTOR _ $TENSE G 1.ALL PLUMBING NOT PRONGED BY ALBS BUXDING SYSTEMS.INC.TO BE SUPPLIED AND INSTALLED I.ALL WATER AND DRAW LINES ARE STUBBED THROUGH FLOOR ONLY,FOR FIELD COMPLETION.ALL -f(-1 ( �� ! _ v ON SITE BY LICENSED PLUMBER HORIZONTAL PIPING IS W FIELD INSTALLATION IS OPTIONAL) ""�r f U {��-41131 2 ALL WASTE AND VENT LINES E MODULE ARE PVC PAVE 2.ALL POTABLE WATER LINES ARE TYPE 7'COPPER(PLASTIC PIPE IS 0POO O - i PITCH ON HORIZONTAL WASTE LINE IS vB•PER FOOT FOR 3•DIAMETER PIPES AND LARGER. 3.RODENT PROTECTION SHOW BE APPLIED W FIELD AT WATER INLET WALL PENETRATIONS. ELECTRICAL NOTES: FOR PAVES SMAl1Bt 7HUW 3DUMETERTNE FILCH 611f PER FOOT /.ALL VALVES ARE GATE OR ANGLE TYPE 1.ALL ELECTRICAL WIRING AND DEVICES INSTALLED BY MANUFACTURER SHALL BE DETERMINE 4.ALL FtASTIGDWV PIPE MUSTBE PIPE WIRER AT AL BE SUS Cf NOT MORE'ANTEAN V HORIZONTALLY S.ALL HOSE BIBS ARE 3V'NONPREEDNG OR MAW VALVE TYPE NECESSARY AID PLACED IN ACCORDANCE WITH THE APPLICABLE VERSION OF THE NATIONAL ELECiFICAI CODE I& BATH FANS AIM VENTED TO 'EA H DME L UNrT S4 LL PIPE LACIER 7 SHALL BE SUPPORTED AT 3L'IRERVALS. 6.WATER HEATER IS SHOPPED LOOSE ANDWSGLLED BY BUILDER FOR FULL BASEMENT;WATER HEATER ACTUAL LOCATIONS OF ELECTRICAL DEVICES IN THE MODULES MAY VARY FROM THOSE DEPICTED ONTHESE //•. S EACH DYEiLINC>I1NIf SHAL HAVE ONE MAW 3 M011NUYSTAO(FROAI BUILDING DRAM TO ABOVE ROOF MAYBE INSTALLED IN FACTORY FOR CRAWL SPACE MODELS(WHEN REQUESTED BT BUILDER). I T FLANGE HOODS TO BE VENTED TO THE EXTERIOR ... 6.BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 7 VENT TO BASEMENT STUBBED BELOW 7.NO PLII46WG 8 DONE IN FACTORY BELOW is,FLOOR,CONNECTIONS BELOW FIRST RPM ARE BY BUILDER. PLANS,BUT IN ALL CASES SHALL CONFORM TO THE APPLICABLE VERSION OF THE NATIONAL ELECTRICAL CODE. IF KITCHEN IS PROVIDED WITH 4%OF FLOOR AREA WITH NATURAL FIRST FLOOR,CAPPED AND UAW FOR BASEMENT VENT. 2.WALL SWITCHES TO BE 48'.RECEPTACLES TO BE 14',AND COUNTERTOP RECEPTACLES TO BE 48'(38'VANITY) VENTILATION,NON VENTED RANGE HOODS MAY BE USED. 7.HORIZONTAL TO HORZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHAG BE d PLUMBING INSTALLED S�TO BE APPROVED LOCALLY MIND FIELD TESTED. TO THE BOTTOM OF THE BOX FROM THE FINISHED FLOOR(HEIGHTS ARE APPROXIMATE). 45•WYES.LONG SWEEP ELBOWS.LONG TURN TEE-WIIES.6fK 8TH OR 16 TH BENDS. 9.PLUMBING WALLS ARE NOTCHED OR DRLLED(NOT EXCESSIVE)TO SUPPORT MORWITAL PIPING 18. ALL HOLES THROUGH PLATES IN WALL MUST BE FIRESTOPPEDAPPROVED . WHEN REWIRED. 3. ANY WALL 7-r IN LENGTH OR GREATER WILL HAVE A RECEPTACLE(HABITABLE SPACE ONLY) 19, ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP ENDINGS.SHORT SWEEPS 4. KITCHEN COUNTERTOP RECEPTACLES SHALL BE INSTALLED IN SUCH A WAY SO THAT NO SPACE TOR IN SINGLE BRANCH HORIZONTAL 70 VERTICAL CHANGES IN DIRECTION AND ON 10 EQUIVALENT FIXTURES AND MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY MUST HAVE CIRCUITS WIRED INTO ELECTRICAL PANEL ON-SITE 7'H��PPE FURNISHED OR SPECIFIED EQUIPMENT 6 NOT AVAMABLE OF COUNTERTOP MEASURED ALONG THE WALL WILL EXCEED 4'-0',AND NO COUNTERTOP SPACE 1.DISHWASHERS CANNOT DISCHARGE INTO GARBAGE DISPOSALS. GREATER THAN 17 WILL BE WITHOUT A RECEPTACLE ALL RECEPTACLES WILL BE GFO PROTECTED. 20. LOCATION OF ELECTRICAL PANEL IN CRAWL SPACE MODELS IS TO L TRAPS SHALL BE RACED AS CLOSE AS POSSIBLE 70 FUTURE OUTLET-MAXWUU LENGTH FROM iL ANY��COPPER TUBING TO BE SUPPORTED f4Y O.C. H STRAPPING. COMPLY WITH SECTION 11D-16 OF THE NATIONAL ELECTRICAL CODE. 24' 12 COPPER DISTRIBUTION SUPPORTS:AT THE BASE AND AT EACH BOOR NOT EXCEEDING 10-0•OR S. RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG THE WAIL FD CES GLE T T TO TRAP WEIR IS AVE CENTER(VE TIICA4PERMIT MAXIMUM EVERY 6'd(HORIZONTAL) SHALL BE MORE THAN 6*-W FROM A RECEPTACLE 21. CARBON MONOXIDE DERECTOR,ONE PER FLOOR IN THE STATE OF R1 .INACCESSIBLE TRAPS SMALL NOT HAVE UNIONS,QEAHWIS,OR SUP.JOINTS.ACCESSIBLE TRAPS 73 WHERE CODE PERMITS,SHUTOFF VALVES MAY BE INSTALLED BELOW ROOK WITH ACCESS. 12. ALL BEDROOM QU7lET5 SHALL BE ARC FAULT PROTECTED.INCLUDING SHALL BE REMOVABLE VAIN UNION IN TRAP SEAL OR HAVE CLEFANOUT OPENINGS THE SAME SIZE 14.3µ'MNMUM NOTAND COLD MAW SUPPLY LINE TO BE USED(I•FOR20 DFUS AND OVER)WITH 6.ALL SMOKE DETECTORS TO BE AC/DC(PHOTOELECTRIC W MUAL ALL SMOKE DETECTORS(INCLUDING THOSE AS TRAP IN THE STATE OF MASS ON MOUSE SIDE OF TRAP) 1/2'SUPPLY FROM MAIN SERVICE TOI DIAOUAL FIXTURES SUPPLIED BY BUILDER)SHALL BE INTERCONNECTED. SMOKE DETECTORS TO BE DIRECTLY CONNECTED TO SMOKE DETECTOR •ALL HORDOMTTAL VENT BRANCH PIPING SHALL BE LOCATEDA MINIMUM OF 6'ABOVE THE FLOOR LEVEL 1S.FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FBRESTOPPED AND BLOCKED IN FIELD WITH LIGHTING CIRCUIT WITH NO INTERVENING SWITCH AND POWERED ON SITE BY BUILDER RED WIRE IS FOR DUPLEX RECEPTACLE � EXTERIOR LIGHT OF THE HIGHEST FIXTURE IN THAT BRANCH. MATERIALS EOIUVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE TO PPE MATERIAL INTERCONNECTION.BLACK WIRE IS FOR POWER j 220 V RECEPTACLE '�CEILING LIGHT MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL Be LIAR"PIPE=34`7 PIPE=Sd; 1E AOFSCALD AN"THERMAL SHOD(PREVENTING DEVICES SMALL BE INSTALLED W THE WATER 7. IGNORING SMOKE DETECTORS INSTALLED IN BEDROOMS,IN THE STATES OF MASS. 3'PPE=6-0'. SUPPLY TO ALL SHINER AND S ALL NOT BE INGSOFT FIXTURES AND RI.THERE SHALL BE A ONE SMOKE DETECTOR INSTALLED PER 1200 SOFT.PER FLOOR 1F1 SW�{ SWITCHED RECEPTACLE ®FLOURESCENT LIGHT PLASTIC PIPING SHALL BE PROTECTED WITH MEMBEoBZ RS LE STEEL PLATE FROM SMALL COVER THE PPE AREA I&SUPPLY IPA COPPER PIPING SHALL NOT SI SOFT COPPER AND 8. IN THE STATES OF RI.SMOKE DETECTOR WIRING t5 INSTALLED BY MANUFACTURER, : SINGLE POLE SWITCH� ¢WALL LIGHT WHEN THE PIPE PASSES THROUGH FTAWOOD S MEMBERS LESS THAN Top FROM EDGE OF MEMBER AND 1L17*SUPPLY PIPING E UNHEATED AREAS(A ED AR WALLS AND CRAWL SPACES)SWILL BE RE ACCESS SMOKE DETECTOR IS INSTALLED BY BUILDER AT A LOCATION DETERMINED BY THE FIRE MARSHAL. F SHALL EXTEND AMINIMUM OF 7ABOVE SOLE RATE AND BELOW TOP RATES. PIPN(i SHALL BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE,PLUMBING FIXT1ItE ACCESS PANELS �3 THREE WAY SWITCH IS WILL BE PROVIDED PER APPLICABLE CODES. 9. NONMETALLIC-SHEATHED CABLE SHALL BE TYPE NM-B. M,p MALEJFEMALE CONNECTOR WHEN REUSKIEDACCORDING E TFORELQAD. 19.FLOOR JOIST NOTCHES MAY NOT EXCEED U6OFXRSTNOTCH DEPTH AND MAY NOT OCCUR INMIDDLE !4 FOUR WAY SWITCH WHEN REQUIRED BY CODE A 7 VENT FOR A RADON REDUCTION SYSTEM SHALL BE PROVIDED A$ 113 OF SPAN.HOLES MAY NOT EXCEED 1FJ DEPTH OF JOST AND MUST OCCUR 7 W FROM EITHER EDGE 10. CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABEED OR LISTED BY A O SOFFIT LIGHT i OR 0 TV JACK A SEPARATE VENT FROM THE MOUSE DWVSYSTEM 20.SU COCKS AND HOSE BINS SHALL BE EOUFPEO WITH PERMANENT VACUUM BREAKERS. NATK)yAILY RECOGNREO TESTING LABORATORY.THE EQUIPMENT SHALL BE n PHONE JACK WATER CLOSETS SMU BE OF WATER CONSERv8N6,LOW CONSUMPTION PTION 16 CJLLLON PER FLUSH TYPE 21.FUTURE VENT FOR BASEMENT MODELS,WHEN INSTALLED.TO BE CAPPEDAND LABELED. SUITABLE FOR LOCATION AND USE AND IN COMPLIANCE WITH ITS LABEL AND LISTING. QFAN LIGHT COA�O ALL PLUMBING FIXTURESSNAtI BE WATER CONSERVING TYPE 22.FACTORY INSTALLED WATERHEATERS VMEN ENCLOSED AN ACCESS PANEL US=)PLC 11. ALL RECEPTACLES TO BE GROUNDED TYPE O AGDC SMOKE DETECTOR D DOOR CHIMES ALL MODELS MUST HAVE MOINES WASHER HOOK-0P.WASHER MAYBE LOCATED IN BASEMENT OR GARAGE 23.ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS IN PLANT 12. STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONS.AND EXTERIOR WALLS AS REQUIRED. WP WEATHER PROOF FIRS STORY,SECOND ROOF FUTURES.GROUPS. FUTURE GROUPS SMALL HAVE GRAN STACKS SEpARDRAIN E PLUMBING N AL CONS V TI CAPPED F FOR ES ARE TO B PORING TRANSIT. 13. ADDITIONAL CIRCUITS FOR OPTIONAL MODULE WILL BE ADDED PER NEC AS NEEDED. CO CO DETECTOR IR 20 AMP RECEPTACLE FIST ROOK FURORES H FUTURE GROUPS.TWO STORY,FIRST FLOOR FIXTURES SHAH DRAW 21.ENVIRONMENTAL CONSERVATION:ALL FUTURES ARE TO 8E WATER CONSERVING.MAXIMUN FLOW HORIZONTALLY INTO THE HOUSE DRAM,TWO STORY ACCESS FOR FIELD FOR FIELD RATE FOR FAUCETS AND SHOWERS TO BE 3 GALLONS PER MINUTE.FOR TOILETS 1.6 GALLONS PER FLUSH. t 4. AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 10-0'OR MORE IN LENGTH Q SAFETY S W17CI�y01DCONNEET)•Af00x�PP-��•=''�=� CONNECTION OF BOTH SUPPLYAND DWN SYSTEM WILL BE PROVIDED IN FIRST FLOOR CEILING. 25.LEAD CONTENT IN SOLDER AND FLUX FOR COPPER TUBE JOINTS SHALL BE LEAD FREE. -- 15. CIRCUITS'3Z,73'd 7S'ARE DEDICATED FOR CRAWL SPACE OR BASEMEN{yy1RING GFl GROUND FAULT�R07ECTED aj1�" F PLASTIC PIPE PENETRATES FIRE RATED ASSEMBLY IT SHALL BE FIRE STOPPED BY AN 16.HOSE SUPPLIED(P SIPPUED)FOR SHOWER OR BATH SHALL HAVE A LL BE LEA THAT WHEN WATER ^' AN APPROVED METHOD.LE..FOR A 1 MOL02 RATED ASSFMRIYIe_N FC2(Yj0.OR 2�+1 OR TC 2033 LS SHOIT TIFF REVERTS TO TUB POSI"AD PROVIDES A VACUUM BREAKER WHEN UNUFJR VACUUM OR F.OI UPMENT INSTALLATION,AND ARE INSTALLED BY DURDLR ON SITE(GFCI PROTECTED). Ji/ni,TIIIN Ism CD SIAND FIXTURE VENTING SHALL NOT BE PERMUTED FOR FIXTURES OTHER THAN SINKS AND LAVATORIES (EG.BATH SPOUT DNERTER)OR SMALL BE PROVIDED WITH VACUUM BREAKER r X .. 27.BATH TUBS AND SHOWERS ARE TO BE LISTED BYANAPPRWFDAGENCY. 1 GFGREIEPTACLE ( -•UN n '� 0VA,_ 0 I �^";P1�R Lt;v�ITEO � � ; F-;'►OTO- BU;LT PQRTItjN! W lD R J ING LAND TRUST WILLIAMS BUILDING CO. TRI-PLEX ELEC/PLUMBING NOTES � HESETT DRIVE PO BOX 272 z /� KBS BUILDING SYSTEMS, INC. c-r�L I A A I I I n A A �„ . . _ __ . _ SHEET# pg O -------------------------------- CERTAINTEED DOUBLE HUNG MISC. WINDOWS 0 S KOHLER# R.O. SIZE LIGHT VENT MAX. RM. . EGRESS U-VALUE R.O. SIZE LIGHT VENT MAX. RM. . U-VALUE K3037 DH3236 32"X 36" 4.56 2.15 53.75 N/A 0.35 C45 BOW 8'-1 3/8"X 5'-1 7/8" 30.00 13.80 345.00 .32 K3041 DH3244 32" X 44" 5.91 2.88 72 N/A 0.35 18-4246-18 7'-11 112" X 4'-9 1/4" 22.28 10.94 273.50 .32 K3857 DH3766 37"X 66" 11.60 5.81 145.2 YES 0.35 30-P4050-20 7'-9"X 5'-1 7/8" 35.00 16.80 420.00 .32 DH3760 37"X 60" 10.2 5.1 127.5 N/A 0.35 45-P4050-20 7'-2 112"X 5'-1 7/8" 35.00 16.80 420.00 .32 DH3266 32"X 66" 9.6 4.88 122 N/A 0.35 CERTAINTEED MISC. WINDOWS ANDERSEN DOUBLE HUNG OT2424 OCTAGON 24" X 24" 2.1 0 N/A 0.35 XT45-4866-24DH (BOW) 871/2"X.691/8" 30.7 6.78 169.5 0.35 R.O. SIZE LIGHT VENT MAX. RM.(SF). EGRESS SIZE U-VALUE DFD8060 PICTURE 80"X 60" 30.3 4.7 117.5 0.35 1846 1'-101/8"X 4'-91/4" 5.47 3.20 80 N/A .33 1852 1'-101/8"X 5'-51/4" 6.38 3.72 93 N/A .33 1856 1'-101/8"X 5'-91/4" 6.84 3.20 80 N/A .33 2046 2'-21/8" X 4'-91/4" 6.80 3.89 87.2 N/A .33 PPROVA6 O _2052 2'-2118" x 6-5 1/4" 7.94 4.52 113 N/A .33 DOORS FACTORY BUILT Pu.ti►I0W 2056 2'-21/8"X 5'-91/4" 8.51 3.89 97.2 N/A .33 R.O. SIZE LIGHT VENT MAX. RM. : 004 U-VALUE 2432 2�-61/8"�x 3'-51/4"" 5.42 3.09 77.2 N/A .33 2-8 DOOR 2'-10 3/8"X 6'-101/2" --- 17.77 --- .16 2832 2-10 U8- x 3-51/4 6.31 3.55 88.7 N/A .33 2-8 9-LITE 2'-10 3/8"X 6'-101/2" 4.91 17.77 61 28 q`,u + k ,'� 28310 2'-10 1/8"X 4'-1 1/4" 7.89 4.41 110.2 N/A .33 3-0 DOOR 3'-2 3/8" X 6'-10 1/2" 20.0 - KURT 2852 2'-10 1/8"X 6-5 1/4" 11.05 6.11 152.7 30 1/2"X28 1/2" .33 3-0 (1 SL) 4'-3 1/4"X 6'-10 1/2" 5.00 20.0 = 28 sTENa� G _ 2856 -C* 2'-10 1/8" X 5'-91/4" 11.84 5.26 131.5 30 1/2"X24 112" .33 3-0 (2SL) 5'-41/4"X 6'-10 112" 10.0 20.0 125 28 30310 3'-2 1/8"X 4'-1 1/4" 9.00 4.98 124.5 N/A .33 PS-6 6'-0 3/4"X 6'-10 7/8" 32.4 15.56 405-�- 34 3046 3-2 1/8"X 4'-9 1/4" 10.80 5.95 148.7 34 1/2"X24 1/2" .33 FWG6068 . 6'-0"X 6'-8" 23.78 14.72 3 -,A��.r.. ' av`' .34 3052 3-2 1/8"X 5'-5 114" 12.60 6.91 172.7 34 1/2"X28 1/2" .33 rF i 6'-0"X 6'-8" 21.92 16.11 274 1 .34 3056 3'-21/8"X 5'-91/4" 13.50 5.95 148.7 34 1/2"X24 112" C* IS A COTTAGE STYLE WINDOW ANDERSEN CASEMENT CERTAINTEED DOORS PD7280 PATIO 72" X 80" 23.78 14.72 368 .34 # R.O. SIZE LIGHT VENT MAX. RM. . EGRESS SIZE U-VALUE E2'-0 5/8"X 3'-0 112" 4.3 4.0 100 FPD7280 FRENCH 72"X 80" 21.92 16.11 402 .34 ICE23 4'-0 1/2" X 3'-0112" 8.5 7.9 197.5 .32 NOTES: CW15 2'-4 7/8" X 5'-0 3/8" 9.2 8.6 215 22"X 55" .32 WINDOWS,CW2AD SKYLIGHTS OF EQUAL OR BETTER 5 4'-9"X 5'-0 3/8" 18.3 17.3 432.5 22"X 55" .32 1 AND MANU ACOTURED RS BY OTHER THAN SHOWN MAY BE SUBSTITUTED PERFORMANCE 2. WINDOW AREA OF HABITABLE SPACE(LIVING,DINING, INCLUDING CERTAINTEED CASEMENT KITCHEN/DINING IF NO OTHER DINING OR SLEEPING SPACE)SHALL BE 8% ---�-- _ OF FLOOR AREA FOR NATURAL LIGHT,AND 4 % OF FLOOR AREA FOR r APPROVE0 NATURAL VENTILATION. IF NOT VENTED TO EXTERIOR BATHROOMS AND TOILET FFS j iLER# R.O. SIZE LIGHT VENT MAX. RM. . EGRESS U-VALUE ROOMS SHALL HAVE A MIN. OPENABLE AREA OF 1 112.FT.FOR 3 i 2436 C52436 24"X 36" 3.5 2.32 58 N/A � .35 SQ.FT OF AREA. I 2436-21 TCS4836 48"X 36" 7.4 4.9 122 N/A 35 3• WINDOWS, SKYLIGHTS AND GLASS DOORS USED SHALL BE NFRC RATED 3036 1 CS3036 30" X 36" 4.8 4.47 111 N/A 35 4. EACH PLAN DESIGNED FROM BUILDING SYSTEMS WILL OFF,-9OVAL �IM;ITED TO 3060 CS3060 30" X 60" 8.7 8.06 201 YES W/EGRESS HINGE 35 COMPLY WITH ENERGY REQUIREMENTS OF BUILDING ENVELOPE s ni.TJRY BUILT pL1=tTtC CS3660 36" X 60" 9.7 8.9 222.5 YES 35 OF EACH COUNTY OF SPECIFIC STATE(MEC-CHECK WILL BE DONE FOR EACH) JSING LAND TRUST WILLIAMS BUILDING CO. T-T,,�I' FLEX WINDOW/DOOR SCHEDULE _ :HESETT DRIVE PO BOX 272 SHEET# P,a o KBS BUILDING SYSTEMS, INC. gas see BEDROOM 1A BEDROOM 1B Fee Cos ee Amw� •1S11M .F •"[! BEDROOM 1C BATH 4 „ BEDROOM 2C BATH 3 "C"UNIT 'P UNIT 3"80 ---------------------- 0 --------------------- ATH 5 Li L-I LIVING ROOM A LIVING ROOM B WCHEN A KITCHEN B "D"UNIT 'J'UNIT 1 , ---, APPROVAL LINri= I _OTO KrrCHENC ' FACTORY B!�`'I -1-'ION 1 1 Jutr' i n 1 1 1 I I ``,,,�,ti� ItUItJJJJ��''i 1 1 I I DINING ROOM A DINING ROOM B `�� OF Y'44 I I 1 1 KU RT yG,1 I R. r - - - - ERG DINING/ LIVING ROOM C U 1 S!ENIBE -� 1 , 1 I was io ee — I I .1 q. 1 = ! NO. d 1 r s1 Ur as 1786 "E'UNIT "F"UNIT ram..- ... - ... _>.► "A"UNIT "B"UNIT APP'RVVFt> 3 r i 3 1 APPP.Ov� UMITED TO t E�t!.C�s O:RY Bi�ti.T a .. . ... . ...- -. . .-.-_..__...�._...; JSING LAND TRUSTJ;�VILLI,AMS BUILDING CO. TRI-PLEX 1st FLOOR HEATING HESETT DRIVE O BO272 a KBS BUILDING SYSTFnnq IMr=C+'T/11.I A A 11 I n e.w .,.�.,�., - -_ _ _ - SHEET#� P12 ,o Be m ee r-----------T-----------, BEDROOM2A BEDROOM28 I I I / -————————————————— -----------------� I 1 IE----------------------------- ----------------- � 1 I I o I I \ I \\ I BATH 1 BATH 2 1 I I \ I I. APPROVAL L I�PIUTED TO I 1 \ z ea z ea I I \ I 1 I=AC T ORY UI_T PO TION I \ I I I `1------------------ ------------J I ---- i I 1 BEDROOM 3A BEDROOM 38 I I ��'� cat, '�-►'c�-r. K A I I _ ITEI`BEAR• N 1 I I ,QBe ,oee No.4 1 I i � • �•�^�=BAN\v ��`1� L-----------'1-----------'I 'G'UNIT W UNIT APPRO LO Y1 , }IFS OoIlP S a 5 � JUN ! 11 =i f APPROVAL 1-IMI T`D,!i �r FACT©RY � :.,.,,,�..•� ...:,...._-3l;tLT P�P7i(:���I wlRBER USING LAND TRUST WILLIAMS BUILDING CO. TRI-PLEX ;HESETT DRIVE PO BOX 272 2sHEE00RP HEATING O ,� KBS BUILDING SYSTEMS. INC. r © •FA ® Emil= IMEM �� 11EM �0= �Om �Ommm �Om �Mmmm - • . - . . _ - . . _CMEM _ - . . _Cmmm EMEW _ . . . 525=550w I En mom licling Glass1 . , i_I� -1m 111111111 mom 'Mal Em 1 . •. 1 _�® �_. •II •11 ® ® •11 �_ �F� Was Ems= SEMSKEAFA NM OIL #Exposed Walls f Room Dimensions Mulm Slicling Glass Dr. �� �® �� -�� mom UR&NUAMSEVEFTFUENEEM "RWO EN Boom ffmm 1 • -� Exposed Walls 164 Room Dimensions BE _ - -. . ' 1 1 1• 11 �, OEM - sm ®EM ® ® •1 11111101� '• ® _MM WARM �® ' OWN Am= Iowa Comm gumm NMI QNQw= MOM -•• -•• is -•• -•• • -•• :to• -•• #Exposed Walls Room Dimensions ©o© ©o© ©o® ©o© ©o© ®o© ©o® o® ®o® EM Im Comm ,Sliding Glass Dr. .. • I/ , _ 11® EM ®® Rai �® •• ® ® _�® _� of NMI E 9 MIN ORNMECIC1011M a ROOF CEILING Lnv LAV AppRO°dAL L111MITEO S0 K rb FACTI L?Y RAIL i v 'i l iO� SECOND FLOOR _ r L, J ll N C, -Q n 4 ur ±�rr irz �n �n• in- in ' r` nrar� . I I I \\\\\ t F M1G CONNECTIONS CONNECTIONS \\ �,��^�\ _ ry[I,f, Is I. `� }CUR\L (`r O CEILING t g�ENisE:cG C3 ��"n� I _ NO.fti 31 I A v Q r+r.sc an ulnsC�ln 14— 4• ' wrvlG VAIK .anmG VKK YupG VNK '/p, KSK D.W. WSH LAV LAV KSK D.W. KSK D.W. LAV 7 7-1 FIRST FLOOR- F1 1-1 Is 'T 1rz• 'I2• 1/z• 12• trz' 1/z' rr 1rz• tn• v 1/T �/2" 1n' urz• 1r2' err �.... �.... "Coo R II n "'Ell n "Go' n 'IF" n n !I n !! n n "A" 8L "Boo UNITS C 8L D UNITS E 8� G UNITS F & H UNITS 18L J CTI�f1TS— # BASEMENT CORP TYPICAL SUPPLY. SCHEMATIC - NOT TO SCALE PPS b NOTE:BACKFLOW PREVENTERS @WASHER 8 OUTSIDE FAUCETS. f .'UN I -1 U� t APPROVAL tom.WTED TO I g FAC?QRY BUILT PRTiN WILDER )USING LAND TRUST WILLIAMS BUILDING CO. TRI-PLEX PLUMBING SCHEMATIC H2O Z KBS BUILDING SYSTEMS, INC. CHESETT DRIVE PO BOX 272 f SHEET# P13 V.T.R LV.Tj;L ; ROOF I T 3--.,T I , , I 1112r" ^_ 1 tn_ 1 1n' 11rz- ' 1 Vr 1 tn- CEILING- APPROVAL LM-1;I ED TO -T , +n• 11'r 71 FACTORY 6C LT PO:I;Oy JUNV.T.R. j ROOF j V.T.R i LAV LAV i V.T.Rj 1 GU wS11 WSH ROOF 3'•m m3- I 1 1rz- 1 1rz• 3� `��1!! ]INllll/l�' ' � I I IPA • SECOND FLOOR PAN OF r r r �� KU). yG r 3• z I A. 3- 3. r = c, STENBEI N _ , t'- 1n—,-�---3- -- a - -- -�3--- a ' ON SITE ON SITE ON SffE ON SITE ON SITE ON SffE i = 1 i i - ^-1 CONN. CONN. 3' _ ItO. 31 C N. I CONN. C N. 2 I i i i i I r i 1 1rz• 3- i 1 12- 3 .rtr �IJ?v tQ CEILING �r�<<ni.;.a} r r 1,n• 0 1 1n• o 0 ,rr ,1rz• 3. 3- u- o r TriRU-STUDS Z N a- N 11 r z 2- 1 1rz• ¢ 1 12- Z KSK WSH LAV LAV LL KSK ISLAND r Z KSK ISLAND 2- EN K LAV r VT ow, r r TUB 11rz• TUB 11rz" uw 0 VENT 11rz' TUB ene sac 11n• - ow 11n" r ..� r r r� 1 ,n- j a- 1R. a• 1 yr FIRST FLOOR- , 1rz-_ a' 1 fir _ 3. s- z• r _ 4 _ '—; I r -- r ----- --?---- —7 3- ' ' I 2 , , 3- I 1 wnsHE I i wtisHE I I I OU7lEi FUTURE VENT 1 i r it Ivnr+DwuN r`r ----Lnr�DRnur___—__--_I J------J CAPPED&TAGGED L-----.I__ _J—___—___—_r-------------`—__—J ' FUTURE VENT ' i UTURE VENT CAPPED 8 TAGGED OUTLET CAPPED&TAGGED OUTLET "A" & "B" UNITS "C" & "D" UNITS "Ell 8t "Go' UNITS "F" & "H" UNITS "I" "'.7"UNITS- - BASEMENT TYPICAL DWV. SCHEMATIC - NOT TO SCALE j R CO ' !OTE: SOLID LINES INDICATE FACTORY INSTALLED LINES. NOTE:VENTS FOR "C"&"D"UNITS & "I"& "J" UNITS WHEN CONNECTED A+�PFzO�f�^-L 1-11VIf I ED 1 DASHED LINES INDICATE FIELD INSTALLED LINES. IN THE ATTIC SHALL TERMINATE @ LEAST 10'HORIZONTALY FROM ANY WINDOWS if ACrO�Y GUILT P 0 A t 1 0N @ VENT TERMINATION THRU-ROOF. ""`-"- - - -- IMMR R0 l15E TM1'f. USING LAND TRUST WILLIAMS BUILDING CO. TRI-PLEX PLUMBING SCHEMATIC DVW'%N Z KBS BUILDING SYSTEMS INC. �HESETT DRIVE PO BOX 272 SHEET# p13 - ° _ .�..\ NOTES: 1.ITEMS NOTED WITH A(')SHALL BE PROVIDED BY MANUFACTURER AND INSTALLED BY BUILDER ON SITE, ITEMS NOTED WITH A(' ')SHALL BE PROVIDED BY MANUFACTURER AND INSTALLED BY SET CREW ON SITE, 2X4 FIRE SEPARATION WALLS SUPPLIED&INSTALLED AND BOTH SHALL BE INSPECTED BY LOCAL BUILDING OFFICIAL ON SITE BY OTHERS. ATTACH TO EACH OTHER 2.FLOOR INSULATION IS NOT REQUIRED IF BASEMENT sDETAILWPP35 a 4 wIrH2-16eNAas@,6 ac^ IS CONDITIONED SPACE AND FDN.WALL IS INSULATED (2)1-HOUa aATeo SHIM AT PER APPLICABLE ENERGY CODE(RESCHECKOR MECCHECK) ex SPFNDN2 RIDGE 2X4 SPF ON 2 FLIP RAFTER BY KBS • ALL FIRE SEPARATION IN BASEMENT&ATTIC AREAS ARE PROVIDED&INSTALLED ON SITE BY OTHERS. APRROVED TRUSS @ IF 01C � 30 YR.SELF SEALING FIBERGLASS CLASS C • SHINGLE OVER 150 ROOF LINDERLAYMENT AND SIB AGENCY RATED ROOF SHEATHING i NON-HABITABLE AREA . ■ SHIELD 3F WIDE • • 'AIR SPACE AT • EACH TRUSS R•38 INSl1LAT10N WITH 2 IQ"r&'6 2 Irr = \ FACIA' _ VAPOR BARRIER BEARING STRIP SIB'GYPSUM BOARD BEARING STRIP SUBFACIA TED SOFFIT DOUBLE TOP PLATE -11 INSULATION DOUBLE 26 _ - Q MARRIAGE TOP PLATE SPF 2X4 STUD GRADE(S) WALLS STUD GRADE(S) 1 iQ'x17x 3o GAUGE STRAP (4)7116'X 1 Ur X 16 GA e O STAPLES EACH ENO @tF O!L m SIW TYPE-x•GYP"BOARD o R•191NSULATION Sir TYPE'r SHEATHING WI VAPOR BARRIER T B G AGENCY OJ 2000-9 31F FLOOR ROOF AND FLOOR ANCHORAGE RATED FLooR� Irr BOLT WITH NUT JOIST @ 24'O/C OR 2,10 AND WASHER 4 16d NAIL @ 1r OIC OR MARRIAGE/EXTERIOR WALL (NOMINAL 314) SPF N1N2 JOIST @ 16'DYC 110 MPH ZONE to 48'G.C. LEDGER 1 TA X1E X 26 H STEEL STRAP I}I i/ I; ATTACHED WITH RAN NAILS 2X4 LEDGER FLOOR PERIMETER AND TO CE8_PERIMETER V 1 I't!)i u N2 16' 217fasle• OVED DRA�"NG 2lrr,sla- APPROVAL LIPJi1TEG T T{ BEARING STRIP MATERIAL BEARING STRIP INSULATION \/ t`+-) 1 (-: ,•^�- �'ni!9 LE TOPPLATE DWBLEbS FACTOR I UiLT I G •T ATTACH IL @ TO RAFTER = 21N STUD GRADES) TOP PLATE SPF -19 INSULATION W110d NAIL @ T OK:(•") STUD GRADE(S) WI VAPOR BARRIER 518-TYPE-X-GYPSUM BOARD 11INSULATION ERIOR FINISH U�j. / n 1I MARRIAGE (SEE EXTERIOR 66j 1 I 1• S1F GYPSUM BOARD WALLS o ELEVATION) 2X10 BL m 2A�9 16'OR 24'OIC 518'TYPE'7C SHEATHING D(4STUDfvas) SPFSTUO GRADE(S) ENCY RATED SHEATHING `I 111 STUD @ 1F O.G (NOMINAL lrr) . SrB•GYPSUM BOARD 2-16d NAILS EACH STUD 12•-D• 12'-0• INFILTRATION BARRIER OF OR 16d NAIL tr OIC (REQUIRED IN Rl STATE) �. • `•� @ 21R'i518• T&G AGENCY INTO WALL PLATE Irr BOLT WITH NUT RATED FLOOR OJ 2000-9 3M'FLOOR (OPTIONAL) ,� T BRIDGING(OPTXXIAL) AND WASHER NOMINAL JOIST @ 24'OIC OR 21110 KUR J� @4B'O.C. ( � SPFNIN2 JOIST @ IS-1 A. :-., _r ..nr", u r 16dNAIL@ITOICOR J I'`�SBER — .:1:•.a'B• ,,:;:;:;:•..li::;:.,;,,,yam,"_�i�4/l`11/��f';_�.�•�i V��:i�: 11?x1rX26 gaSTEEL STRAP = U __., ATTACHED WITH 4-10d NAILS 1,� '� @48-OIC IN 90 MP "PROVED DRAFTSTOPPING FLOOR Iy PERIMETER AND TO SILL PLATE 0- �� TYPICAL OVERHANG DETAIL h8 P.T.SILL PLATE w15EALER MATERIAL ER H WIND ZONE AND AND FASTENING - P RES-CHECK m RAILING OR MECCHECK @24.01C IN 110 MPH WND ZONE 31?XT Xtl4'STEEL PLATE BY BUILDER fir DIA O ANCHOR EMBL BOLT IN CONCRETE MASONRY) �� ^•+l•;1i^T+�\'�(� ``�� cc ~ @ F-0'O.L.MAX 12'FROM CORNER I•) Q _ w 31?STEEL COLUMN ' Z SEE FOR SPACING PLAN PARGING CDVER - - .•.. - 90'MIN FOR FULL WITH BITUMINOUS COATING 'i BASEMENT OR •'� 18'MIN.FOR CRAWL SPACE N'NM.FOR AREAS FOUNDATION WALL BY BUBDER REQUIRING MECH SERVICES .. i. NOTE FOR FOUNDATION AND I 4-GRAVEL BED 4'CONCRETE SLAB ��•-F� - FDO7ihiG.SEE SHEET 1 —-- -- - ON 6 MIL VAPOR BARRIER 04 RE-BAR CONTINl10US RFORATED DRAIN TILE T"T-� co pip +... c JY p O ••OOTINGS TO BEAR ON 1 2�� t 3 _[ J(!. UNDISTURBED SOIL J` 1 FOOTING >j - 3Tx30•■10• i �j(`�+' ` 1jp (30'il0.07 IN Mly - a APPROVAL L.-f i Ii ED TO COLONIAL SECTION 24 WIDE FACTORY BUILT PORTION &,HOER ,USING LAND TRUST WILLIAMS BUILDING -CO. TRI-PLEX SECTION MAIN HOUSE z KBS BUILDING SYSTEMS INC. �HESETT DRIVE PO BOX 272 SHEET# P16 0 YIWAJAI oV. , IA/ALJ I -- NOTES: 1.ITEMS NOTED WITH A(')SHALL BE PROVIDED BY MANUFACTURER AND INSTALLED BY BUILDER ON SITE, ITEMS NOTED WITH A("')SHALL BE PROVIDED BY MANUFACTURER AND INSTALLED BY SET CREW ON SITE, AND BOTH SHALL BE INSPECTED BY LOCAL BUILDING OFFICIAL 2.FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED SPACE AND FDN.WALL IS INSULATED PER APPLICABLE ENERGY CODE(RESCHECK OR MECCHECK) SHIM AT RIDGE AS REOURED X4 SPF 010 2 RIDGE ATTACH TO EACH OTHER ALL FIRE SEPARATION IN BASEMENT&ATTIC AREAS ARE 2X4 SPF t1#2 FLIP RAFTER WITH 2.16e NAILS @IC0IC PROVIDED&INSTALLED ON SITE BY OTHERS. 3o YR.SELF SEALING FIBERQASSCIlLSsc SHINGLE OVER 151 ROOF LINOERLAYMEM AND 5!8 AGENCY RATED ROOF SHEATWNG NON-HABITABLE ATTIC AREA APRROVED TRUSS @ 24.0 X 7 ICE SHIELD 36'WIDE 2X4 RAIL OR LVL T�ACE AT p.�INSULATION INrFH VAPOR BARRIER 2a4 RAIL GYPSUM BOARD 21y� 21/taslS 2.8 SUBF _ 11'-8 12' BEARING STRIP BEARING STRIP TED SOFFIT TRUSS LENGTH. BLE TOP PLATE DOUBLE 26 2X4 STUD GRADE(S) TOP PLATE SPF -19INSULAION STUD GRADE(S) WI VAPOR BARRIER 5l8'GYPSUM BOARD = FINIM (SEE EXTERIOR t(4) GE STRAP GYPSUM BOARD ELEVATION)16 GA 2X4 STUD GRADES) Q�r O/C STIR @ 76'O.G °D SPF 1TUD�GRAOE(by ENC PXXIIINAL�n11NG.D 17I SHEATNp4G . SAT GYPSUM BOARD INFILTRATION BARRIER (REOWRED IN RI STATE) 17BOLTWRHNUT RATED FLOOR Ol2000--OICBOOR (OPTIONAL), BRIDGING(OPTIONAL) AND WASHER (NOMINAL 94-) JOIST @ 24'OA:OR 2a'0 ROOF AND FLOOR ANCHORAGE @ 4B-O.0 SPF#112 JOIST @ IT CC MARRIAGE/EXTERIOR WALL 16a NAIL @ 1r OIC OR 110 MPH ZONE _�C�i}CC�� � CQ1C�IQQ:Cc�jf�(( f(21?I?�;1(1f I1?XIrX2692 STEEL STRAP ATTACHED WRH 4-10e NAILS DRAFTSTOPPOGR AND TO SILL PLA 2a8 P.T.SILL PLATE W SEALER' ROMATERIAL OOR INSULATION V 4@467 DOCOORCIN9 IN 90 MPH WIND ZONE ANDS L. RAILING PER RE MECCHECK O @24-O/C IN 110 MPH WPM ZONE(� is 31rnr X1M STEEL PLATE BY BUILDER - ee�� (� 0 1?aA ANCHOR BOLT IMBEDDED APPROVAL LIMITED 1 p IN CONCRETE MIN.r(1s-e4 MASONRY) ATTACH SHTG TO RAPIER _ - @s-Q'O.C.MAX 1r FROM CORNER c7 PA^TOr,V pvl l; i pi\Q.'T1O W!I Otl NAIL @ T Q1C(—� _ `� 31Q STEEL COLUMN (J j'( ,J i �i SEE FOUNDATION PLAN E PNOUS C COVER 90'MIN FOR FULL WITH BITUMINOUS COATING ZX10 BLOCK 'a• i FOR SPACING BASEMENT OR •': 2: IW MIN.FOR CRAWL SPACE JUI� 24-MIN.FOR AREAS - FOUNDATION WALL BY BUILDER REQUIRING MECH.SERVICES ,�41111 2.160 NAILS EACH STUD 4-GRAVEL BED 'CONCRETE SLAB ,�� 0 F Mry�' OR 164 HALL @1r o, 2 Iaaslr NOTE=FOO ING SEE SHEE�4 ON 6 MIL VAPOR BARRIER M RE-BAR CONITT`I X PERFORATED DRAIN TILE INTO WALL PLATE - � KU RT GJ, O .OOINGS TO BEAR ON •, �-1 S'—i 61E UNDISTURBED SOL _ FOOTING No.410 3 TYPICAL OVERHANG DETAIL � IN MA) — v -Q AND FASTENING (30 a30 atr Ml) 24-0' , 4 N RANCH SECTION 24 WIDE . APPROVEsn. PFS CORD ` t r I di I i APPROVAL LIMHT_D TO FACTORY BUILT PORTIV ° Nc 4U4DiR DUSING LAND TRUST WILLIAMS BUILDING CO. TRI-PLEX SECTIO 111 N24WIDERANCH z KBS BUILDING SYSTEMS, INC. )CHESETT DRIVE PO BOX 272 � SHEET# P16a � / - -—- — DVVN Pty. WAN NOTES: 1.ITEMS NOTED WITH A(-)SHALL BE PROVIDED BY MANUFACTURER AND INSTALLED BY BUILDER ON SITE, ITEMS NOTED WITH A(••-)SHALL BE PROVIDED BY MANUFACTURER AND INSTALLED BY SET CREW ON SITE, AND BOTH SHALL BE INSPECTED BY LOCAL BUILDING OFFICIAL 2.FLOOR INSULATION IS NOT REQUIRED IF BASEMENT IS CONDITIONED SPACE AND FON.WALL IS INSULATED PER APPLICABLE ENERGY CODE(RESCHECK OR MECCHECK) SHIM AT RIDGE AS REOUIRED . ALL FIRE SEPARATION IN BASEMENT B ATTIC AREAS ARE 2x4SPFrtr2FLIPRAFTS ATTACH OEA04OTH PROVIDED&INSTALLED ON SITE BY OTHERS. WITH 2-1 TOEACN I6'0 WISH 2-16e NAILS @76'O1C 30 YR.SELF SEALING FIBERGLASS CLASS C - SHINGLE OVER 150 ROOF UNDERLAYMENf� AND 98 AGENCY RATED ROOF SHEATHING NON-HABITABLE ATTIC AREA a APRROVED TRUSS @ 16'8 24-OX ,r ICE SHIELD 36'WIDE 'EAC I�RAAFT R3 ER OR LULL VIANPOORR BARRIER 2x4 o GYPSUM BOARD 2 1lPx518' 2 1?x518' 2x8 SUBFAC BEARING STRIP \BEARING STRIP � �-4ENTE0 SOFFIT TRUSS LENGTH. LE TOP PLATE DOUBLE 26 -19 INSULATION 2X4 STUD GRADE(S) TOP PLATE SPF Wl VAPOR BARRIER STUD GRADE(S) SM'GYPSUM.BOARD ERIDR FINISH 1 1?xt7X 30 GAUGE STRAP •GYPSUM BOARD 1X4 STUD GRADES) o @ (SEE ELEVATION) 16,OR 21 STAPLES AAPLES EACH END @IB"OIC 16 STUD @ t6'O.G - PFSTUD GRADE(S) 1FI SHFATHItIG NCY RATED SHEATHING 51e-GYPSUM BOARD (NOMINAL 1R") 11•-0' 11•-0' INFILTRATION BARRIER (REQUIRED IN RI STATE) T 6 G AGENCY (OPTIONAL) - ,Q'BOLT WITH NUT RATED FLOOR OJ 2D00-93W FLOOR ,.• ROOF AND FLOOR ANCHORAGE AND WASHER (NOMINAL 3N� JOIST @ 24 OIC OR a10 MARRIAGE!EXTERIOR WALL @ 43 D.C. SPF$182 JOIST @ 16-OIC Ise NAIL @ tr OIC OR 110 MPH ZONE 4 1j _i'% !r � 1J� 1Ld ����� � 11rr HE WI ya STEEL ISTROP LS ,Iti.},1! � AnACHEDYVITH M10e NAlls PROVED DRAFiSTOPPING FLOOR PERIMETER AND TO SILL PLATE 2 dl P.T.SILL PLATE,H SEALER BRIDGING(OPTIONAL) MATERIAL OOR INSULATION @4r OIL IN 90 MPH WIND ZONE AND PER RESLIEOI @24.OIC IN 110 MPH WIND ZONE 0 OR 31 (IXr X114'STEEL PLATE MECCHECX BY BUILDER 1R'DIAL ANCHOR BOLT IMBEDDED �ooaa/ IN CONCRETE MIN.r(15-IN MASONRY) r` `� 1 1 d ATTACH SHTG TO RAFTER - pPKO`ALL — or whoa NAIL @roc(—) @ 6-0 D.C.MAX 1r FROM CORNER th A FACTOI0 cu!_i , ..I, 3 1?STEEL COLUMN -- ONCRETE PARGING COVER SEE FOUNDATION PLAN 9(r MIN FOR FULL WITH BITUMINOUS COATING .�• FOR SPACING BASEMENT OR 7Xf I !' f1 F 0 BLOC( 18'MIN.FOR CRAWL SPACE V U IN ��jj 1 AI' 24'MIN.FOR AREAS FOUNDATION WALL BY BUILDE0. L :, REOUIRING MEC14 SERVICESOF 2-16a NAILS EACH STIR OR Ise NAIL 1r orc •• DN 6 MILL VAPOR BARRIER RE- PERFORATED DRAIN TILE \�KU A NOTE FOR FOUNDATION AND 4'GRAVt3 BED @ 2 1?x518' FOOTING.SEE SHEET 4 _ ? M P INTO WALL PLATE _ O fa- • DOTINGSToeEARON STChEEF`'.r N UNDISTURBED SOL = G? TYPICAL OVERHANG DETAIL 30'x3Tx(r = 1 No. :31 AND FASTENING zr-o• RANCH SECTION 22 WIDE 1 AI—Pf70V*_-_C) ; PPS CORP, r I: AI'i'OVAL UMITM TO FAC RY 6UILT� RTl0)N i . BYGDEA - )USING LAND TRUST WILLIAMS BUILDING CO: TRI-PLEX SECTION 22 WIDE RANCH F;— F7 KBS BUILDING. SYSTEMS, INC. DWN. RY WAN'HESETT DRIVE PO BOX 272 SHEET# P16b ■�"� 1 y FLOOR DECKING FLOOR DECKING w OVERALL LENGTH OF HOUSE PER INDIVIDUAL FLOOR PLAN Q METAL JOIST HANGER METAL JOIST HANGER > OR 2X2 LEDGER — — — — — r FLOOR JOIST FLOOR JOIST 312'x7'xt/4 STEEL PLATE W z WELDED TO COLUMN I r FLOOR PLANS ARE DESIGNED WITH MAXIMUM INALL THICKNESS OF 10'. 0 2x8 SILL L.SILL PLATE FOR LOCATION OF STAIRS o ¢0 F2x8OUNDATION SILL PLATE WITH I I SEE APPLICABLE FLOOR PLAN BUILDER IS RESPONSIBLE TO DETERMINE FOOTING AND ALL REQUIREMENTS. L — — w LL >w FOUNDATION STRAP IF WALL EXCEEDS 10',BASEMENT STAIRS MAY BE AFFECTED. I a w I I ! I En 1/2'x18'ANCHOR BOLTS (4)318'x4'LONG LAG BOLTS Lu UNLESS OTHERWISE SPECIFIED ADDITIONAL SUPPORT COLUMNS !w cc 3112'IN DIA STANDARD o I I ACCESS TO CRAWL SPACE BY BUILDER ARE REQUIRED UNDER CLEAR SPANS ! ! w ! < 16`x16'BLOCK FMER STEEL PIPE COLUMN IN COMPLIANCE WITH ALL STATE AND LOCAL CODES IN CEILING GIRDER IN EXCESS OF S-(r i ! a !> w PE M OR-S'MORTAR) ,. ! I ! I > SEE FLOOR PLAN w (TM - - = SMOKE DETECTOR IN " 30'x30`x10'CONCRETE AC/DC BASEMENT BY BUILDER ! ! / T ; ' . ;' . 30'x30'x10'CONCRETE . T ►.; T ►.' FOOTING(STANDARD) 3 w FOOTING(STANDARD) S ! I 30'x30'x12'CONCRETE FOOTIN ® SEE COLUMN SPACING SCHEDULE — / Q 3rx3 xl�CMONCRETE 32'x37x12'CONCRETE a INTERMEDIATE SUPPORT END SUPPORT r > FOOTING IN MA o ! I ! VARI ! CRAWL SPACE PIER DETAIL BASEMENT COLUMN DETAIL J ---- — ------- — ------- — --- 0 > ! ! ! o ! 112'DIA ANCHOR BOLTMABEDDED CENTER BEAM WITHIN FLOOR 31/2'MIN-DIA STANDARD STEEL IN CONCRETE MIN.7'(15"IN MASONRY) a I ( SYSTEM(SEE CROSS SECTION) PIPE COLUMN STANDARD FOR ALL ! ! I @ 6-0'O.C.MAX 17 FROM CORNER(7 ix N MODELS WITH FULL BASEMENTS o ! ! 16°x16'x8'BLOCK PIER ! ! ! ! _ `i' STANDARD FOR ALL MODELS 0 CONCRETE PARGING COVER O I I WITH CRAWL SPACE(TYPE ! o 7 WITH BITUMINOUS CO -M-OR-T MORTAR) ! ! ! COATING o I I ANCHOR BOLTS TO START V-D"FROM EACH END OF ! = FOUNDATION AND CONTINUE @ 6'-W O.C.AND SHALL ! ( ! o ! I BE PLACED SO AS NOT TO INTERFERE WITH FLOOR JOISTS FOUNDATION WALL BUILDER PLANS 3 I ! ! ENGINEERED FOR 10r THICKNESS j 2 x CONTINUOUS SILL PLATE FASTENED I I TO FOUNDATION WALL WITH 1/2'DIAMETER BOLT 6-0-o/c MAX. 12'FROM CORNER.BOLTS MUST EXTEND A MIN.15'INTO MASONRY, I. ITYPICAL 6'-0' MAX 6'-0' MAX 1'-0'MAX. ! OR T INTO CONCRETE — — J ! —J I \7\ PERFORATED DRAIN TILE -_ -' - -1 `- - - - - WALK-A-BAY FOUNDATION _-____ I ! -_________� OPTIONAL CANTILEVER > ! — JI ! OPTIONAL CANTILEVER MAY BE AT FRONT, REAR OR SIDE xa RE-BAR coNrlNuous OF ANY HOUSE FOUNDATION WALL DETAIL SEE INDIVIDUAL FLOOR PLAN FOR ACTUAL DIMENSIONS VARIES PER INDIVIDUAL FLOOR PLAN ApF`R0V;`% () FACTOR f B'! L rO FOUNDATION NOTES: Of'4A�5�"'�r��i -2 a �f 1. ALL CONSTRUCTION AND MATERIAL BELOW THE BOTTOM OF THE FLOOR JOIST IS THE RESPONSIBILITY OF THE 9. FIRE SEPARATION WALLS SHALL BE CONTINUOUS TO BASEMENT FLOOR(SUPPLIED ON-SITE BY BUILDER) ' 2(f� BUILDER/CONTRACTOR AND IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODES. 10. PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS 12'O.C. 2. BASEMENTENTRANCE,FOUNDATION OR CRAWL SPACE WALLS EXCAVATION AND BACK FILL PILASTER,ETC..MUST 11. MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/OWNER EXCEEDS MAX- - S �\�B=RG COMPLY WITH LATEST EDITION OF BUILDING CODE AND WITH LATEST REVISIONS STATE/LOCAL CODES,LAWS,RULES SPANS SHOWN ON BASEMENT COLUMN SPACING TABLE.AND REGULATIONS INCLUDING FMHA 4241 EXHIBIT D THERMAL TO QUALIFY FOR FEDERAL FINANCING. = 3. INSULATION IN FLOORS OR ON FOUNDATION WALLS,AS REQUIRED TO BE THE RESPONSIBILITY OF THE ON-SITE 12. LOCATION OF WASHER,DRYER,WATER HEATER AND FURNACE IN BASEMENT TO BE INSTALLED PER STATE AND LOCAL CODES(OWNER/BUILDER RESPONSIBILITY). .o_\%��, �i•�c. BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. 13. ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOIST. - 4. WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE ;• v i�\ ���_ VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE 14. SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG 5. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY OR BE REQUIRED.CHECK FOUNDATION. IF 3/4-FOAM INSULATION IS USED,INCREASE THE FOUNDATION IN LENGTH AND WIDTH BY 1 1/2'TO MAINTAIN PROPER OVERHANG. THIS APPLIES TO ALL MODELS. APPfi:::ED LOCAL REQUIREMENTS. .15. FOUNDATION PLAN TO BE SUPPLIED WITH EACH HOUSE 6. THE SILLS OF ALL DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING SHALL BE RAISED NOT LESS THAN 4' 16 ABOVE THE GARAGE FLOOR- . FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH ONE AND TWO FAMILY BUILDING CODE 7- ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL N.E.UK K-Al FAMILIAK WI I H LOCAL SOIL CONDITIONS. 17, CRAWL SPACE SHALL BE PROVIDED WITH A MINIMUM 18'X 24'ACCESS(BY BUILDER ON SITE). 3. CRAWL SPACE FOUNDATIONS REQUIRE A MIN.OF A 18'x 24°ACCESS OPENING FOR VENTILATION 1/3 OF 1%OF 18.MANUFACTURED UNITS COVERED WITH THIS BUILDING SYSTEM ARE DESIGNED FOR INSTALLATION ON SITE BUILT rHE FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT AND RODENT PROOF WITH SCREEN OR LOUVERS.MIN: *PERMANENT FOUNDATIONS,AND ARE NOT DESIGNED TO BE MOVED OR RELOCATED ONCE INSTALLED. :LEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18 19. ARE DESIGNED AND BUILT TO COMPLY WITH A NATIONALLY RECOGNIZED MODEL BUILDING CODE OR AN EQUIVALENT TO BUILDING CODES FOR SITE BUILT HOUSING OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY r� x1-1-MilE ?'t PURSUANT To TITLE 11 OF THE NATIONAL HOUSING ACT. ° R' O .ns0- .20. TO THE MANUFACTURERS KNOWLEDGE THESE UNITS ARE NOT TO BE USED FOR OTHER THAN ON PERMANENT SITE BUILT Ft�►v T tJ i BO!L i 13C! P;tj i`v FOUNDATIONS. -- -- - ----- E BudOEr� NWYTYPE _. FOUNDATION DETAILS )USING LAND TRUST WILLIAMS BUILDING M TRI-PLiEX SHEET# P19 z _� KBS BUILDING SYSTEMS, INC. )CHESETT DRIVE PO BOX 272 n1AIKI J d , d I--------------- - I b 1 1 —_----_— -- ----- ---------� , 1 1 III 1 1 I I 1 I III I I 1 1 III I 1 x.•.a- � I FRI! ---------------------------------------------- ' ----------- 1. -------------�� 1 11 , 1 ;-------- - ---- 1 ------- --- ------- J I III I �� ------------------------------- 1 ------ 1 ---_ 1 1 ,J1 S 111 1 1 1 i N rer.n� !: r,7 e •w as,g ( I .an } —06 S'-1P 11} T } 1 ili 1 1 _ REO.SUPPORT FOR O 1 ANGLED ST�ut (I ANGUM STAND I 1 I u 1 1 q-Tj TI� T .I--- -- 1 1 I g l STA- }; T I —I--- 1 g dl I 2 HR.FIRE b e �_ I REo wvvoR T 1 t SEPERATION FOR W DTH OF , ' I 1 1 AP PRO / 'JAL 00, 1^:J K 1 1 1 p ' I PRO�l-:L�Ilt,l l T1�� I 1� UNITS t Ry CQ( 01 T 1 III ( 11 I ,rs 1 i AC10:� v:�:�: I 1 a I II I 1 11 i 1 III 1 III ---� 1 a------------------------ t JUN 1 I I ' 1 , I 11 S I --- -------------------------- --'+ I �' ` 1 r--- -------------------------------' i 1 1 I III ; I I t I I$¢ 1 \�\P` Of Mk/T 4 1 I t t —� III 1 . �- — I 2 HR.FIRE 1 \ v p 1 1 I I 1 I �R S. i I I t t t t SEPERATION 1 1 I i i i RED.FOR I Ili >S A._ - - i i 1 I i i i LENGTH OF I III $ _ f STET a't�'.` �'n 1 I UNIT 1 , — 1 = t31 I`i0 �+ 1 13 T } I I I I III 1 1 i! i 5' 1 1 II 1 1 V I 1 I t1 1 t I: -------------------------- -- Il ------------------ ---- ------------- —� ---------------------- ----e--------------- APPROVE } F i PF� COR,G ALL FIRE SEPERATION MATERIALS AND REQUIREMENTS ARE � JD�j � ;; ! '!�•' 1 THE RESPONSIBILITY OF THE BUILDER/DEALER. APPROVAL 1_ W1ITEE) TO ; 1 ,CTORY BUILT P C.,^RTION— 1 E BUaDER �_ MOUSE TYVE _ � . FOUNDATION DIAGRAM UND 10 S INC. AT UILDING SYSTEM BUSING LAND TRUST WILLIAMS BUILDING CO. TR1-P�L-EX Z KBS B , )CHESETT DRIVE PO BOX 272 '` SHEET# P19a O P LOTS 1� + 0 V E F,, S E E T ENJgUMP 09. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 FMANUFACTURERMATION: D. BUILDING INFORMATION: OXFORD, EXTERIOR ENVELOPE THERMAL PERFORMANCE INFORMATION TEL: (207) 539-8883 MAILING ADDRESS: P.O. BOX 9000 BUILDER: WILLIAMS BUILDING CO. FAX: (207) 539-4446 OXFORD, ME. 04270 ELEMENT CODE REQUIREMENT ACTUALS MANUFACTURING PLANT ADDRESS: RTE 121 OXFORD, BUILDER'S ADDRESS: P.O. BOX 272 DWG NO.: ME. 04270 CITY, STATE, ZIP: YARMOUTHPORT, MASS 02675 WALL 08 05 KIM 2903 EXPIRATION DATE OF CURRENT CERTIFICATION: APRIL 30th, 2005 RHODE ISLAND BUILDER'S LIC. # FLOOR .05 .05+ LAYER NAME: MANUFACTURER STATE CERTIFICATION NUMBER: MAINE: MF70000112 ROOF/CEILING .033 .026 PROJECT LOCATION: LOT #2 COCHESET DR., MARSTONS MILLS, MA COVER NEW HAMPSHIRE: M9308019 MODEL DESIGNATION: 12'/22' X 40' CUSTOM EXPANDABLE COLONIAL DOORS 6 16 STYLE: VERMONT: 50171 WINDOWS .87 .33 12'/22' X 40' USE GROUP: R-4 CONSTRUCTION CLASSIFICATION: 5-B CONNECTi FOUNDATIONS .10 N/A CUSTOM EXPANDABLECUT: N/A AREA: 1ST FLOOR: 747 2ND FLOOR: N/A 3RD FLOOR:'N/A COLONIAL RHODE ISLAND: Y9588 VOLUME OF ENCLOSED SPACE: 5976 CUBIC FEET DEALER:: Y . MASSACHUSETTS. MCS#137 HEIGHT ABOVE SILL: 25'-0* STORIES: 2 STORIES G. LOCATIONS OF INFORMATION LABELS. WILLIAMS UNFINISHED 2ND FLOOR B. THIRD PARTY INSPECTION AGENCY INFORMATION: DATA PLATE: ONE PER DWELLING (SEE FLOOR PLAN) 0 CUSTOMER: 3RD PARTY INSPECTION. AGENCY: T.R. ARNOLD & ASSOCIATES, INC. DESIGN OCCUPANCY LOAD: STATE LABEL: ONE PER MODULE (SEE FLOOR PLAN) HOUSING LAND TRUST 3RD PARTY INSPECTION AGENCY AUTHORIZATION: I.A. #03 /A 2ND FLOOR:N/A 3RD FLOOR:N/A MA, N.H., CN, R.I. 1ST FLOOR:N ( ) DATE: -6-04 TRA LABEL: ONE PER MODULE (SEE FLOOR PLAN) AGENCY AUTHORIZATION EXPIRATION DATE: APRIL 30th, 2005 SPECIAL SYSTEMS: FIRE ALARM TYPE: SMOKE DETECTORS U.L. 217-77 (ME, VT) , DRAWN BY: KEISER INDUSTRIES CERTIFIES THAT THIS DOCUMENT CONFORMS WITH THE FIRE SUPPRESSION SYSTEM:N/A H. ATTIC VENTILATION: KIERSTEN SYSTEMS APPROVALS AND SPECIFICATIONS APPROVED BY T.R.A. AND IS IN (OTHER) : WHEN FLOOR AREA EXCEEDS 1200 S.F. REQUIRED: (1) SO. FT. PER (300) SO. FT. Of CEILING AREA. CHECKED BY. COMPLIANCE WITH THE FOLLOWING STATE CODES: ME, NH, VT, RI, MA CT. C. INDEX OF INFORMATION: KC (2) U.L 217-77 SMOKE DETECTORS ARE REQ'D. (RHODE ISLAND ONLY) ACTUAL: 747 SO. FT. CEILING AREA VENTILATION REQUIRED CODES:FT 49 SO. . DESIGN LIVE LOADS: WALLS: 21PSF ROOF: 25 PSF 1ST FLOOR: 40 PSF 2. TOTAL NUMBER OF SHEETS IN EACH SET: 2ND FLOOR: 30 PSF(CAPE / COLONIAL) N/A (RANCH) 3.4 SO. FT. PROVIDED AT EAVES. (6.2 SO IN. PER LIN. FT.) MASS STATE BLDG CODE MARSTONS MILLS,MA 3RD FLOOR: N/A CORRIDORS: N/A t} ' . N/A SQ. FT. PROVIDED AT GABLE ENDS (54 SO. IN. PER END) 6TH EDITION DWG PG DESCRIPTION DWG. DATE REV. DATE ZONE #1 STAIRS: 100 PSF(CAPE / COLONIALS) N/A (RANCH) 4.94 SQ. FT. PROVIVED AT RIDGE. (18 SQ. IN. PER LIN. FT.) 1 COVER SHEET 7-6-04 Pf = 25 PSF WIND HORIZONTAL 90 MPH TOTAL: 7.17 SQ. FT. PROVIDED REVISIONS 2 1ST FLOOR PLAN 6-28-04 INTERIOR WALLS: 5 PSF DATE ITEM 2A 2ND FLOOR PLAN 6-28-04 3 ELEVATIONS 6-28-04 SEISMIC HAZARD EXPOSURE GROUP #1 4 FOUNDATION PLAN 6-29-04 SPECIAL USE PROVISIONS: NOT TO BE BUILT WITHIN FIRE UNIT LIMITS 4A BASEMENT STAIR PLAN 6-29-04 MUST BE LOCATED 6' FROM LOT LINE 5 1ST FLR ELECTRICAL PLAN 6-29-04 E. HEATING SYSTEM INFORMATION: 6 1 ST FLR HEAT PLAN 6-29-04 SYSTEM TYPE: I HYDRONIC BASEBOARD, ELECTRIC BASEBOARD, FORCED HOT AIR T.R.A"OLD&ASSOCUTES,INC. 7 CONSTRUCTION DATA & REFERENCE SHEET 6-29-04 RADIANT HEAT P.O.so:ios1 8 CROSS SECTION 7_1_04 Ehrhart,nv"SIS Commonwealth of Massachusetts 8A ROOF CROSS SECTION FUEL: ELECTRIC, NATURAL, LPG, OIL 7-6-04 OTHER THAN ELECTRIC HEAT-MASONRY Accredited Evaluation and 8B CONNECTION DETAILS ]_6_pq CHIMNEY/VENTING SYSTEM TYPE: CHIMNEY BY BUILDER PER STATE & LOCAL Inspection Agency - - TNs document is certified as being in conro mote 8C OFFSET CROSS SECTION 7-1-04 BUILDING CODE OR AN APPROVED EQUAL with Massacnusetls State SCALE: 8D CONNECTION DETAILS 7-6-04 rod�and the��«�t BASEMENT: NOT TO SCALE .� E � �i e 9 PLUMBING 6-29-04 IF HOT WATER BOILER AND/OR WATER HEATER ARE INSTALLED IN.BASEMENT, AppfOVed sy THEN EITHER BASEMENT FOUNDATION .WALLS MUST BE INSTALLED PER Date JU SHEET NO. App—al of ues docment does m a hwiw«approve STATE & LOCAL BUILDING CODE, OR THE BELOW THE FLOOR-WATER LINES anyansson err devat-ft-terequiemeas o, MUST BE INSULATED PER STATE & LOCAL BUILDING CODE. apWKame Sute U_ r INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 TELL (207)539-8883 FAX: (207)539-4448 DWG NO. KIM 2903 LAYER NAME: 1 SUBMTL 39'-5 1/2a DATE: 13'_8n 6-28-04 12'-0n 6'-0a 4'-8a 1'-0 3 4" 71_4" —� t a l a I PARS 60SH / T 2-1 PAR 3618 3-6 2-6 1/4 9'-5 3/4° — w z Q CLOSET (S&R) -Z. w ~ C, I ' 1 --------------- o o C BATH 1 I PI I I Cl- t '0 5 U E1— wl I gi cc Q N Ds FE-11 2/6-INT C11.1 I I g m 1 I J 11C-BOX"Rol I ~ O F— I C:)2/6-INT 2/6-INT m o x SD ¢[G I I Area=121.3`42 Ft Dt. -�' HALL I B-BOX I s o NO LOAD C BOX o FOYER I TL=392 PLF I STD 2XI0 FLR JOISTS ti N (2) 2X10 SPF 42 U S 0 CASED el' SPAN MAX SPAN = 8'-9' i N J= I o IL DRAWN BY: CILlam Z I CIDTL = 392 PLF E.S -BOX" ; KIERSTEN Q (3) 1 1/2' X 9 I/9" (1.8E) LVL E.S. j N � tz MAX SPAN = 15'-I° FOR HELP CALL: w I 6/0 PARADIGM SLIDER I Im r ----- LIVING ROOM I - 3 KITCHEN `"5- s'-0• 6'-0• REVISIONS OCR o I v�jPRtIX 3 Area=149.249 ft Area=220.473 Ft I DATE ITEM o I 3 — 7 o NOTE: ALL WINDOWS AND DOORS REQ CL- 11 11 , 0 3 0 STD (2) 2XIO HEADER a TJL ARNOLD&ASSOCIATES,INC. I m i--F3(1 1/2') - P.O.Roz 1081 I Elkhart,IN 46515 I o ii 812 O O o Commonwealth of Massachusetts I < , n Accredited Evaluation and I a N2430 W3018 230 3 12-� Inspection Agency This document is certified as being in conformance PAR3660SH PAR3660SH with Massachusetts Stale Codes and the Nationafo El ct�.'cai 4'-�'--�L 5' ° 4'-2° SCALE: Approved By Dale JUL 23 13'-8n 3'-4n 10'-4a m—j11W5dotun,enldae5 q authorize«appo,e 27'-4 3/4e SHEET N0. any omission«oeviao,e l.am therequve—tsM applicable S. laws. . 2 INDUSTRIES INC. P.O.BOX 9000 RTE. 121 OXFORD, ME 04270 TELE. (207) 539-8883 FAX: (207)539-4446 39'-51/2" > DWG NO. 27'-4 3/4" 12'-0 1/4" KIM 2903 7'-10" 14'-9 1/4° PARS 60SH T LAYER NAME: 2SU BM TL 1 DATE: v LINEN of ; z m ne a siroix sHELVEs o ; CID 6-28-04 �, ----- o cm c (if! t V o1 IOC3 Lr) El = J 7 o Q 1/2 WALL W/CAP Q O m F- c=i1 —J CIDOf 7 Z M t �t—� � Q` 1 �' l • I � ``v � W a O I-- 2/6-INT 1/4-INT 2/6-INT m O ---------, L-L m 1 � n' LINEN �� � ' r N 3 SHELVES �o cV d 1 C z L�.1 ; PAR3660SH H CD ;o N Cr- ; N A 1/4' �K 6'-0' CD cl-- � � o to T.R.ARNOLD&ASSOCIATES,INC. DRAWN BY: - - o ") P.O.Box1081 KIERSTEN = 0 a Elkhart,IN 465IS rN�o W ' Commonwealth of Massachusetts m 1 � Accredited Evaluation and FOR HELP CALL: �1 Q Iz 1 m o1 Inspection Agency _---_ This document is certified as being in conformance with Massachusetts State W 1 Z Codes and the National REVISIONS m 1 H o O1 u7 � EI cai e � N Approved By-� DATE ITEM n t�1 Qn Date J 23 �i; - APWorm of dis Oor mae does not audnri—a approve 12'-0" an,"" "a Laws. a on PAR3660SH PAR3660SH PAR3660SH 3'-0' alE 1'-10' � �3'-0 1/" 2'-4 1/2" 5'-4 3/4' F 5-9' 11'-1 3/4" 13'-101/2" 13'-6 1/4' ALL ROOM SIZES AND WALL LOCATIONS ON 2ND FLR ARE ONLY A PROPOSED 27'-4 3/4" LAYOUT BY KEISER INDUSTRIES. ACTUAL SITE FINISH MAY REQUIRE SLIGHT ADJUSTMENTS TO FLOORPLAN LAYOUT. SCALE: 1/4"=1'-0" SHEET NO. 2 A INDUSTRIES INC. MAIN CONT.RIDGE VENTING T.R.ARNOLD&ASSOCIATES,INC. P.O. eox 9000 RTE. 121 18 S0.INCHES PER LIN.FOOT MAIN DECORATIVE GABLE VENT P.O.Box 1081 OXFORD. ME 04270 VENT VENT ON SITE BY OTHERS Elkkart,IN 46515 TELF: (207) 539-a883 CONT.RIDGE VENTING Commonwealth of Massachusetts FAX (207)5�9-sage 18 S4 INCHES PER UK FOOT 12 Accredited Evaluation and �8 Inspection Agency DWG NO. This document ocunt is certified as being in conformance with Massachusetts State KIM 2903 Codes and the National El c'cal e Approved By LAYER NAME: Date J 3 ELEV Approval or tlds aoaanen does na audnr've or approve O W arty o-salon w devladon from the requ'oemaras of iffo = = CONT.VINYL SOFFIT ® ® apwzameSw t Z `D 6.2 SO.INCHEsp.IN.FOOT DATE: o � CN MJ 6-29-04 FARM PORCH- ON SITE BY OTHERS FINISHED CEILING o FARM PORCH ' ON SITE 0 BY OTHERS � 0UCw Q FINISHED FLOOR LL_ 0 (- LEFT END ELEVATION FRONT ELEVATION LLj Q w Q o w Q0 � � w 'MIN.'2351 SELF-SEAUNG NOTE: OMIT ALL SIDING AND TRIM i— CSC z. SHINGLES SIT z O DRAWN BY. CO KIERSTEN 0 f-- CV FOR HELP CALL: > w O z REVISIONS w U z 0 W O U DATE ITEM U PREP MillFM —o FM CEDAR SHINGLE SIDING SCALE: NOT TO SCALE RIGHT END ELEVATION REAR ELEVATION SHEET NO. Lrl) INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD. ME 04270 7ELE (207) 539-8883 FAX- (207)539-4446 NOTE: REFER TO BUILDERS REFERENCE MANUAL FOR DETAILS AND SPECIFICATIONS. DWG NO, THIS IS A PRELIMINARY PLAN ONLY AND NOT TO BE USED FOR CONSTRUCTION KIM 2903 LAYER NAME: 39-5 1/2° FOUND IS-8 3/8" 13A 3/4" 12A 3/8e DATE: — - — — — — — — — — � — — — 6-29-04 _ IT[ m cn r cn III II I II o n —1 ?9� 11 1 N CONT. STRIP FOOTING I II II II i 1- � III I I 3000 PSI CONCRETE FOOTING' III i oT I � - - - - - - -1 -I J- - � I III I z III I I III I 16"x10" (TYP. MASS) O Q I f8' ill I I I 3000 PSI CONCRETE FOOTING I o Q F~— I I BELOW FROST LINE I N — I I I III I I III I I � m I I I� I III I I O CJ) I I III I I III I o I li I I III I III I -�' I I I III I I I o I I III I ` III I N I I III I o FLOOR GIRDER I - - - - - - - - - - - - J I I III I BEAM BUILT INTO I' DRAWN BY: I No n.=DMIATOISREIXIO 3 1/2" CONCRETE FILLED MODULE FLOOR I KIERSTEN IN H W Flow OVS?COi1111ITE11 I STEEL LALLY COLUMN WITH SYSTEM BASD/DIT SPACFS ALL F100N OR FIUTAA7101 I I I M"TION REII O Tfa COIF IS TO BE MVDLD I I I 6"x6" STEEL BEARING PLATES. INS AND &O OR SITE BY ITHM I i b I I I FOR HELP CALL: I I I III 1 I III 1 REVISIONS 0 I i III I o DATE ITEM I MASS. TYP 10" FOUNDATION I III I I I ` � WALL THICKNESS I III I I I I III I I T.R.ARNOLD&ASSOCIATES,INC. I P.O.Box1081 L — — — — — - - — — — — — — - - - - - - - - - - - - - - - - - - - - - - -T Elkhart,IN 46515 Commonwealth of Massachusetts Accredited Evaluation and 13—8 3/8a I� 13�-$ 3/8° 12-0 3/4n Inspection Agency This document is certified as being in conformance with Massachusetts State Codes and the National NOTE: - El c 'cal o Approved By 1.) FOUNDATION DESIGN AS SHOWN ONLY SUGGESTIVE, ACTUAL 2.) FOUNDATION HAS BEEN APPROVED FOR SUPPORT PLACEMENT 3.) FIREPLACE C.C. TO BE SIZED SCALE: Date J 3 FOUNDATION DESIGN SHALL BE BASED ON-LOCAL SOIL CONDITIONS ONLY. TIE DOWN, VENTILATION, ACCESS, AND FOUNDATION DESIGN BY GENERAL CONTRACTOR. 1/4"=11-0" ApMYmifNisdod"Widt—theulharixebtsof a AND IN ACCORDANCE WITH LOCAL REQUIREMENTS. SUBJECT TO LOCAL CODE OFFICIAL INSPECTION. —-- ' MY p11i1tiOr1 b de�,ialibl hbn the Ie9uilrt,Me4 d SUBJECT 4.) 3000 PSF. SOIL BEARING CAPACITY. SHEET N0. 5.) CONCRETE COMPRESSIVE STRENGTH 3000 PSI. CAPACITY. INDUSTRIES INC. P.O. BOX 9000 RIL 121 FOUNDATION PRINT OXFORD, 04270 9-88 ,o.E: 6(20�s3s—asap FLOOR FRAMING F� `20�39-444 MATR' LS FIGURED FOR STRINGERS TOTAL RISE = 101 11211 DWG NO. REFERENCE ONLY KIM 2903 STRINGERS 2x12 SPF W/2 12 RISERS 1 13/16 FOR TYP. BASEMENT STAIRS GOTO VIEW: TREADS 2x12 SPF W/2 1 RISERS 1 3/9" FOUND DATE: RISERS 1/2 PLY 6-29-04 Q Cry 13'-8 3/8" o zo Q 4'-21/4" 0 o ci NOTE: CUT&REMOVE "ONSITE" BY OTHERS U 4'_9 3/4" 3'-2" -4A 1/2" o cr z COMMON RISE STAIR LANDING 7 13 16" o _� w / 2x10 FLOOR JOISTS q q ipIII ~- m 2X10 FLR JST c v Z / SPF#2 2X6 O - FIRE STOP - `' / ~ DRAWN BY: / - KIERSTEN v Q e c TJL ARNOLD P.O. Y: SSOCIATES,INC.INc 1—P. .Box 7 13/1 " EllchaA,IN 465 RISE CHECKED 46515 Commonwealth of Massachusetts "° REVISIONS Accredited Evaluation and I RUN -_ W CN Inspection Agency NOSING _ DATE ITEM This document is certified as being in conformance - - with Massachusetts State o0 N Q _O Codes and the National I Ln 1 1/4" \ I e 00 I E c I C� e— 00 v` Approved By TREAD DEPTH N T _. z Date JUL 23 0 j O Apprwat of des doament goes n«auunriu«approve ° . an,« ien«apdei.we,Sha«en Laws.,oenR or 1( -)10 1/4" 1 O' ^ I rt r LAST RISE m � J m Q 7 3/ N SCALE: .e I J o SHEET NO. 4A Lt\ � L5W INDUSTRIES INC. x �+ b P.O. BOX 9000 RTE. 121 i c m OXFORD, ME 04270 r 0 3 0 0 3 TF K 21 (207 48)539-44 / DWG NO. ' 1 KIM 2903 ,� LAYER NAME: 3._2., 1 ELEC / o a Z l 1 BATH 1 ;� --------------- i I ~w , t / � 11 1 1 a DATE: ' M. S,S Pff DINING ROOM 6-29-04 So PHOTO H ALL ELEC. JUMP ---- JUMP --�\ JUMP S� HL FOYER `� TT JUMP � ,� "C-BOX" 2 T S c� JUMP L�J \ "B-BOX" S3 FS S/ OINMER —, 1 E w LIVING ROOM F--- -- 1 1 "A-BOX" 't" T.R.ARNOLD&ASSOCIATES,INC. 4 1 7 P.O.Box 1091 DRAWN BY: Efldkart,IN 46515 KIERSTEN o Commonwealth of Massachusetts ' Accredited Evaluation and KITCHEN c5 Inspection Agency FOR HELP CALL: 1O �' This document is certified as being in conformance withhlassachusettsstate CRYSTAL Codes and the National t E1c 1 e 2 11/4 ELECTRICAL --- REVISIONS CONW7S TO 81d FLOOR --- O O -- Approved By ZOOUNOER ■ UP Date SLING Q Appravat et dtia eoarrent does net a ah«ite ar awoot DATE ITEM A MP PANEL Sw to 01 tF any omissim or deviation fnM the req.venems of Box 0 applicable State Laws 13 6 10 5 A-BOX B-BOX C-BOX DESCRIPTION OF CIRCUITS NO. SERVING VOLT I WIRE AMP FLOORS 1 UV R94REc 120 14-2 15 WALLS 2 HALLWAY:LTS SEC 120 14-2 15 4 KITCHEN DINING BATH ZLTS 120 14-1 15 5 KITCFf AC 120 12-2 20 ROOF 6 KITCHEN•REC 120 12-1 20 7 BOILER 120 14-1 1 15 HOOK-UPS SCALE: 10 1�4tt-1'_Otr 12 DISHWASHER 120 12-2 1 20 13 REFER 120 12-2 20 PANEL BOX 14 SMOKE DETECTORS AFq 120 14-2 15 SHEET NO. 15 DINING• REC 120 12-2 20 TESTING 21 BATH- REC GFI 120 12-2 ZO ac� o6� c� a INDUSTRIES INC. P.O.Box 9000 RTE. 121 OXFORD.WE 04270 TEE (20-1)539—WW FAX: (207)539—"46 DWG NO. KIM 2903 ------------- LAYER NAME: 3'-2' � --- 4 HYD B.B. 6 HYD B.B. o I a W I I 2200 BTUH 3300 BTUH , 1 HEAT -------- N I I d o l IRD � O� m = q m l I BATH 1 h m DATE: ____ `----- o 6-29-04 HALL 6' HYD B.B- --- DINING ROOM N 3300 BTUH I 3' HYD B.B. 3' HYD B.B. 1650 BTUH- FOYER 1650 BTUH_ Q T ® t m oml ' � I i I I— I ' I t I I � W I = �o LIVING R 0 0 M --- --- =� Ico � �s I �m ' T.R.AMOLD A ASSOCIATES,INC. DRAWN BY: I ; P.O.B0z 1081 I ; _ El A. 1,nv 46515 KIERSTEN Commonwealth of Massachusetts Accredited Evaluation and KITCHEN a Inspection Agency FOR HELP CALL: t This dzu rent is certified as being in conformance ---1 '--— with Massachusetts State ———— 1 t i end the Cods a National ---;--- --_ E1` °e REVISIONS 8' HYD B.B. �� O Approved By 4400 BTUH Date .Iul 23 o DATE ITEM Apyoval d uK danme,n does not authorize or apprae am m ssion a e Aation tram the requ:e es of applirable Sate Laws. TYPICAL CAPES RANCHES AND EXP. COLONIALS W/COPPER PIPES NOTES: NOTES: The Model Energy Codes referenced by the 1.) ALL H.W.B.B. PROVIDED BY MANUFACTURER ARE 4.) BOILER AND ALL HEAT LOOP CONNECTIONS AT State Building Codes require either; 1st floor insulation STUBBED T HRU FLOOR TO BASEMENT. ON—SITE site in stalled nstalled or foundation BASEMENTspaces be conditioned. FURNISHED & INSTALLED ON SITE P 2.) TWO 3/4" TYPE "Lb HARD COPPER PIPES BY OTHERS. This Heat Loss calculation has assumed that STUBBED FROM 2ND FLR. TO BASEMENT ARE R-19 1st floor insulation is used, provided and PROVIDED & INSTALLED BY MANUFACTURER 5.) ALL EXTRA ZONES FOR 2nd FLOOR TO BE REQUESTED BY-BUILDER installed by others. Without the floor insulation or SCALE: 3.) ANY ADDITIONAL H.W.B.B. FOR EXPANDABLE 2ND 6.) TWO 3/4" TYPE "L" HARD COPPER PIPES FOR POTABLE WATER equivalent foundation wall insulation and heat source the 1/4"=1'—O" FLOORS, TO BE FURNISHED & INSTALLED ON—SITE RUN TO 2nd FLOOR PER TYPICAL. home will not heat properly per the Model Energy Code BY OTHERS. SHEET N0.7.) TOTAL HEAT OUTPUT AS SHOWN =31,475 BTU HR. @ 1ST FLOOR. requirements per the home design. 6 FEEDER &NEUTRAL LOAD DOOR SCHEDULE PARADIGM WINDOW SCHEDULE STD. WINDOWS W l� 0 i 3 1 ( ) INDUSTRIES INC. UGHVNG AND SMALL APPLIANCE HOT WATER BASEBOARD CODES WIDTH HEIGHT iHK TYPE MFCR. REMARK WINDOW CALL SIZE UNiT 97f ROUGH OPENING TYPE LIGHT FT. VENT Fr. .FT. P.O. sox 9000 RTE. 121 1 3 4' INSU CORE THEM TRU 91MOR PAR2637 16'X 37' SIN(Xf HUNG 4.73 219 6.6B OXFORD, ME 04270 1.)UGHiING TOTAL FLOOR AREA= 1494 X 3 4476 VA -8' 3 ' N A TRU PAR3031 30' 37' HUN S60 7.71 (207)s39-asa3 2)SMAl1 APPLIANCE 5 CIRCUITS X 1500 1500 VA 3 T-0' 6-8' 3 NSU THERM TRU S 66 35 1 r X 65 1 2' 36' 66' 9 1 6.4E 6. FA (207)s39-444s 3)LAUNDRY: 1 l7RCUIT X 15110=1500VA 4 S-0' C-8' 1 3 4' NSUL CORE 1HERHA TRU DBL S P 3266 31 1 'X 651 2' 32'X ti6' SINGLE HUNG 1.61 S63 ist 3000YA 0100%= 3000 VA 5 S4 6'-e' 3 4' THIRMA TRU FlREDaoR AR 1 33 1 %40 34'X 41' 7.30 340 &68 DWG N0. FREMANDER 0 35%= 3667 VA 6 -8' 6'-Ir 1 3 smm A TRU FIREDOOR AR3636 35 1 %35 t 1' 36"X 36" SI HUNG 6.70 3.07 9.00 TOTAL= 6667 VA 7 S-0' l;-e' 3 8' HOLLOW CORE WOODGRILl PASSA PAR3449 34'X 49' SINGLE HUNG 8.95 4.214 1.5s KIM 2903 8 r-Ir C-8' 3 H OW WOODGRAN P 35 1 HUNG10 IILOO LINE A NEUTRAL LINE B 9 2'-6' 6'-8' 1 3 8' HOLLOW CORE WOMAN PASSAGE CI836-2 35 X 351 1' 35 1.2'X 3e CA4EMENT 60 5.98 1190 UGHTNG AND SMALL APPLIANCE VA 4240=AMPERES= 27.8 27.8 27.8 10 I'-10' G-IT' 1 8' HOLLOW CORE WUODCRAIN PASSAGE PAR3652 1 351 2'X 51 1 2' 36'X 52' DBL HUNG &0 4.37 1100 LAYER NAME: HEATING AND COOLING 7.1 7.1 0 11 1'-4' G-6' 3 8" OW CORE WOOD(RAIN PASSAGE I PAR2637 26'X 37' DBIL HUNG 3.92 1.0 DATA 1)FURNACE BLOWER _0 -0 0 8'6- 3 B' FLUSH WOOD(RAN PASSAGE PAR3037 37' DEL HUNG 4 7,71 2)HEATING ELEMENT _0 _0 0 -8' 3 8' SH WIDDD(RA01 PASSAGE 36' 66" DOL G 1183 1 18 3)AFL CONDITIONER 0 0 0 1 -6' -8' 3 e' FLUSH PASSAGEPAR3266 32'X 66 DBL HUNG 10.20 S10 ItISISDATE: 15 1'-0' 1 -Ewa P 9 X 41' DH.HUNG 6-32 LARGEST FAN(S)-ADD 25% 0 2.4 24 i6 1'-4' 6'-8' 3 8' SH KMTK NSUL GLASS PAM 35 i r X 35 i 2' 36'X 36' DLL..HUNG 5.78 268 6-29-04 APPLIANCE LOADING 17 6'-T 6'-8' 1 3 4" PEACHiREE NSUL.GLASS DBL HUNG 8 11.57 18 6'-0' 6'$ 1 3 4' SLIDER PEACHiREE OLSUL 7 35 t X 1 3C X 72' M L HUNG 13.04 6.50 18.00 1)DWAUST FAN 1_6 i 66 0 1A-1RU POB NSUL Mff EA?W 36'X 54 1 4' EXTENDED ARCH 98 --- 1368 2)WATER HEATER 18� ]8�8 6'0' - 3 SW1NCfR A-1RU 18 I CORE A3618 36'X 18" AWNING 241 245 4.50 3)DISHWASHER 9_0 9_0 0 6'-0' 6'-B' 4' SPAN WOODIRAN l9-FOIE C3024 30'X 24' CASEMENT 29 286 S00 4)DISPOSAL 0 , O � 22 5'-0' 6'-8' 1 3 8' 6 P PINE WOOD(RAN 814OLD HR3015 30'X 151 4' 1 2 ROUND 1.41 1 3.175 �- 4)MICROWAVE 0 6_0 6_0 23 5'-0' 6-8' 1 3 8' P WOODCRAN SLIDER NOTE SAFETY QMG 100E PRDVOED Fut W9M N HAIAMM LOCATIONS W 24 5'-0' 6'-8' 1 3 8' 6 PAN PINE MOOD(RAN SLIDER NOTE WAIMOIS ARE NFRC RATED TOTAL APPLIANCE-AMP X.75 WiTH APPLIANCES 22.1 16.2 224 25 5 0' 6-8' 1 3 8' 6 PAN WOODLRA01 l�fOID CLOTHING DRYER 23.3 16.3 23.3 2 -0' -Ir 8' 16 PAM PW I 04OLD RANGE 33.3 23.3 33.3 - 3 6 PAN AIN UD 28 4'-0' 6'-B' 1 3 8' 16 PANEL ME WOODCRAIN SLIDER SERVICE CONDUTCR AMPAOTY 29 4'-O' 6'-8" 1 3 B" 16 PAN MAS(IITTE I WCOD(RAIN SLIDER Q (TOTAL 1115 91l 109.1 USING _M AMP SERVICE LIGHT & VENT SCHEDULE Q ROOM FLOOR GLASS z OF ARTIF- VENT Z OF ARTIF- AREA AREA FLOOR LIGHT AREA FLOOR VENT DESCRIPTION OF CIRCUITS UNNG ROOM 220 47 21 23 11 KITCHEN 149 5 3 240 W 4 3 160 CFM NO. SERVING VOLT WIRE AMP DINING ROOM 121 57 47 27 23 1 UV RM•REC 120 14-2 15 BREAKFAST XX XX XX XX XX 2 HAl1WAYL REC 120 14-2 15 BEDROOM XX XX XX XX XX 4 1010B DINING BA 10 14- BEDROOM 2 XX XX XX XX XX FLOOR PLAN SYMBOL LEGEND DRAWN BY. 5 10TfHEN REC 120 12-2 20 BEDROOM XX XX XX V XX K I ER S TEN 6 BOLETI 4 REC 120 12-2 15 BEDROOM 4 J0( XX XX C.C. - CHIMNEY CHASE LOCATION. 2' MIN. CLEARANCE TO COMBUSTIBLES FOR 1 RANGE 110 o-z 15 gpD{ -___ 120 W 70 CFM CHIMNEY. ARE STOPPING MUST BE INSTALLED ON SITE BY OTHERS SUBJECT 10 RAN 240 8-3 4o gpm 2 ____ 120 W 7p CD( TO LOCAL CODE OFFlCAL HAVING JURISDICTION, INSPECTIONS. CHECKED BY: 12 DISHWASHER 120 12-2 20 BAD ____ 120 W 70 CF61 i3 REFER 120 12-2 20 HALL XX XX XX XX XX C.- CLOSET WITH SHELF AND ROD 14 SMOKE DETECTORS AFp 120 14-2 15 DEN STUDY XX XX XX XX XX L. - LINEN CLOSET WITH 3 SHELVES REVISIONS 15 NING RE 120 12- 0 FOYER XX XX XX XX XX ( ) 21 BATH: REC GFI 120 12-2 20 S.W. - STAIRWELL FAMILY ROOM XX XX XX XX XX DATE ITEM EXERCU ROOM XX XX XX XX XX W.C. - WATER CLOSET- DEMAND LIMIT MAX. 1.6 GALLONS PER FLUSH (MASS.) ®- SMOKE DETECTOR LOCATION - STATE AND iRA INSIGNIA LOCATIONS G- DATA PLATE LOCATION ELECTRICAL SYMBOL LEGEND T.R.ARNOLD&ASSOCIATES,INC. BUILDER REFERANCE MANUAL PAGE INFORMATION DUPLEX RECEPTACLES © ,UNCTION BOX QQ FOUR WAY SWITCH P.O. 46565 1091 GROUND FAULT RECEPTARECEPTACLEQ DERM05TA1 ® DOUBLE GANG 4-WAY/SINGLE SWITCH Elkhart,,IN 4I15 SECTION 6 PAGE GROUND FAULT PROTECTED REC. + PADDLE FAN S/S�/S TRIPLE GANG 3-WAY/SIN(Xf/SINGIf Commonwealth of Massachusetts A. FOUNDATION- 25-27 �$ SNITCHED REIXPTAIXE ® Accredited Evaluation and RECESSED LIGHT Q FIRE SAFETY SWITCH Inspection Agency B. RANCH- 28-30 RAND/DRYER RECEPTACLE HFL HEATAMAMT This doct nt is eeniried as being in contonwnee C. RAISED RANCH- 31-34 N m+rills Me bclwxtt3 State WAMRW CA RECEPTACLE FLOURESCEIT � TIMISON ACK Codes and the Nationni D. CAPE (AND DORMERS)- 35-41 SCALE: n UL A SMOKE DETECTOR 0 70 CFW.FAN/LIGHT COMBO ELT:Doi ® PANEL BOX E PPROVED ' E. GAMBREL (AND DORMERS)- 42-46 NOT TO SCALE O t"E° COMPACTAB E PHOTO.ELEC.DETECTOR(MASS.) SINGLE:POD SWITCH Approved By F. SALT-BOX (AND DORMERS)- 40-41, 47-50 �\ WIRE N WAIT GR PARTITION Dale U(I G. EXPANDABLE COLONIAL- 51-54 SHEET N0. B RANGE HOOD 160 CRA.EXH. TO EXT. © DOUBtf GANG SWITCHES •- WiRE N COLING OR FLOOR AW-y a ws documm aces a m+o.lae v app o.e � WALL MOUNTED INCANDESCENT LIGHT /® pq)g(E GANG 3-WAY/SINGLE SWITCH 'Yo'n'uanwdmiauonfr- e,cw�e s f H. 4-BOX COLONIAL- 51-54 THREE WIRE appk,ble5u�elavn. I. OPTIONAL ROOF PITCHES- 55-59 SIXCFACE MOUNTED INCANDESCENT LIGHT O THREE WAY SWITCH HOME RUN TO PANEL BOX J. ELECTRICAL- 60-63 K. PLUMBING- 64-71 a � o � � 8 INDUSTRIES INC. P.O.BOX 9000 RYE.121 DETAIL — 3 — \`f'4 OXFORD.ME 04270 TELE (207) 539—Baez 12 FAX. (207)579-4446 33.69' $� ROOF RAFTER DESIGNED TO: 40 PSF LIVE LOAD DWG N0. � ���' I UNIFORM ATTIC:V�� 20 PSF LIVE LOAD KIM 2903 UNIFORM FLOOR: 40 PSF LIVE LOAD LAYER NAME: SPF F �pF Rq`TF ',a. N SECTION 2 NOTE: ATTIC AREA DATE: Z L+ R-MMGINSUL �� IS NOT TO BE 7-1-04 O ON-SITE BY OTHERS >_ MADE HABITABLE, AND IS ONLY 1— — z �� — 1 DESIGNED FOR 20 PSF LIVE LOAD. L� 0 / r"ON 9TF ARTZ'a T Q Q I �- 1RIXF ON TW OF C("LM TEEsi � 2XSX21'-10" ONE PIECE COLLAR TIES � O L� 10 I AND RM`WI(2)M,""'�°I a 1/2• PANELIZED EXTERIOR WALLS O Of, 77, O �' rnal (�c )� 2 x 6 SPF STUD GRADE R-19 ON SITE AND ROOF SECTIONS COMPLETED 8 Q F-- M o EXTERIOR WALL STUDS BY OTHERS ON SITE BY BUILDER OR 0 cn m DETAIL — 2 j ® 24"o.c. INSTALLATION CREW U N U R-19 ON SITE BY OTHERS W w Z,== i O w = m= DETAIL NOTE: (1) 2X8 COLLAR TIES REQ � e N o �r-4• ! J �5/8" ADVANTECH CLIP ENDS AS SHED DORMERS DUE. cv w R-19 FACTORY INST. 2 x 10 # 2 SPF J ISTS ® 16,°.c. (2) HOLD LENGTH OF TIES 1" SHORT 00 i E.S. FROM FRAME LINE TO ALLOW DRAWN BY: i 22'tO' PROPER CLEARANCE. KIERSTEN I o i R-19 FACTORY INST. COMPLETED AT I PRODUCTION FACILITY FOR HELP CALL: 2 x 6 SPF STUD GRADE (3) TOP PLATE OF WALLS TO BE j EXTERIOR WALL STUDS ————— ® 16"O.C. LAID-OUT AND MARKED AT FACTORY R-19 FACTORY INST. REVISIONSFOR ON SITE INSTALLATION OF I 5/8" ADVANTECH DATE ITEM COLLAR TIES PRIOR TO FLY-ON j (2)1x10 PERIMETER JOIST/2 SPF OR BTR ROOF PANELS. 1D' MASS T1P. 2 x 10 # 2 SPF �LOOR JOISTS ® 16"o.c_ zXG KEW JOB Ski WALL THICKNESS BY Ones I Ig ANM Bars C4 at-/ j ALSO NOW It Of p1W Carina AND VM It OF NO FLOOR INSULATION IS REQUIRED IN THE ENO OF PMNDOAL Sit MEMBERS. I k COMPLETED ON—SITE T.R.ARNOLD&ASSOCIATES,INC. FIRST FLOOR OVER CONDITIONED BASEMENT SPACES _ BY BUILDER P.O.BOX 1081 _ 1 '= ALL FLOOR OR FOUNDATION INSULATION REQUIRED I Ellliarl,IN 46515 i PER CODE IS TO IE PRONDED AND INSTALLED ON SATE BY OTHERS I III Commonwealth of Massachusetts DRAINAGE d SOIL I I111 I IIIII� Accredited Evaluation and REO.PER CODE I-IIII- I I—IIIIII_ Inspection Agency a S Ar CON I I I—1I I I=1 I This document is certified as being in cordamance T—II IITI—�IIII—IIII FaolNc B1or FROST with Massachusefts state =1I 11=i i iI� 97L 0 VARY BY LOCI -- Codes and the National mats :. I — SOIL m I 4 IL POLYFIH11rRE arroulB cmDL III=11 Ea N COMPACTED FILL I PER.CODE ' Approved By. . ., , . IIII —rYP.DRAINAGE T1LE III— -lllllll-III-III=lII-IIII-111�III�III_IIII�II III III-I I1=IIII=IIII-111 III-IIII:-IIIII II IIIIII „� yaws ,3,„, «ate_ II=m( ul-= �IIt.,,I�III��IIIIIIrtlll ulll tl—IIIL=Ilu=7lil-full, - �iTl=llifill=llll , SHEET N " �IIJIuII JII� 11=„ S 0. arty omissim«applicable kernth requivnmtsa —I I aPp�we luxe lams. 8 INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD,ME 04270 ITELL (207) 539-8883 ' FAX: (207)539-4446 DETAIL - 3 - ��`�� DWG NO. �� KIM 2903 12 LAYER NAME: / SECTION 8 ------- I t_---•---- ---- ---=33 DATE:.69 G� I 6-30-04 Irs i 2 f , I w z �co N N R-38 CLG INSUL. c N � — j ON-SITE BY OTHERS o0 y,os CV ----- r CY, • •:; DRAWN BY: -- _ _ _ KIERSTEN r "ON_SITE" IN_STALL 2 x 4 , I LATERAL BRACE LENGTH OF I FOR HELP CALL: 10 1/ I ROOF ON TOP OF COLLAR TIES I AND NAIL W/(2) 10d NAILS ® 2 x8 x Pl '- 10' ' ONE PIECE COLLAR TIES I I EACH COLLAR TIE.(16"o.c.) 10 1/2" REVISIONS - J 2 x 6 SPF STUD GRADE DATE ITEM EXTERIOR WALL STUDS DETAIL - 2 @ 24110.C. 22"-0" T.R.ARNOLD It ASSOCIATES,INC. P.O.Bo:1881 Elkhart,IN 46515 Commonwealth of Massachusetts Accredited Evaluation and Inspection Agency SCALE: This di—rent is certified as being in conrortwnce /2 b=•1—O A with Massachusetts State 1 Codes and the Natiorul EI 'tat o e Approved By SHEET NO. Date JUL 33 Approval al this dof:unent does not wtfwix a approve any omission or deviation ir—the nqu:orterns of V / 1 iiWice0le swe laws. a � a9c INDUSTRIES INC. P.O. BOX 9000 R7E 121 OXFORD.ME 04270 7ELB (207)5M—SM ON SITE FASTEN BOTTOM nd. FLOOR 2 x 6 EXT. WALLS rnx (2m)539 PLATE OF EXTERIOR WALLS "ON SITE" FASTEN RIDGE FILE NAME: TO THE FLOOR JOISTS WITH FASTEN TOP AND BOTTOM 2x6 BOARD WITH (1) 3/8"x3" LAG FASTEN 2x8 RIDGE BD. KIM 2903 (3) .131 x 3" MECH. FASTENERS PLATES TO WALL STUDS WITH BOLT W/ WASHER OR (2) TO RAFTER WITH (3) OR EQUIV. @ 16"o.c. OR (1) 3/8"x5" (3) .131 x 3" MECH. FASTENERS .131x3" MECH. FSTNR. @ 16"o.c. # 10 x 4" WOOD SCREWS LAYER ECTI NAME: LENGTH OF RIDGE OR (4) .131x3" MECH. FSTNR. LAG BOLT W/WASHER @ -------- -- - ---- _ DATE: 16"o.c. LENGTH OF WALL. �2x8 RAFTER 6-30-04 CEILING JOIST "ON SITE" INSTALL 2x4x41" (5).131 x 3"MECH. FASTENERS UPPER COLLAR TIE @ 32"o.c. Q �BAND JOIST TO CEILING JOIST LENGTH OF ROOF, FASTEN EACH _ END WITH (4) .131 x 3" MECHANICAL z0 Q 2 x 6 EXT. WALLS FASTENERS OR EQUIVALENT o Jo w � U � DETAIL — 1 ( BOTTOM OF WALL ) DETAIL - 3 ( RIDGE BD. TO RAFTER & ON SITE FASTENING ) o O i m F= N Q U cv t- W z z Q z o x c� w DRAWN BY: KIERSTEN CHECKED BY: 2 x 8 COLLAR TIE EXT. WALLS REVISIONS 2 x 8 RAFTER DATE ITEM " ON SITE " FASTEN EACH END- OF COLLAR - INSTALL (1) 3/8" x 7" LAG BOLT W/ WASHER TIE WITH (6) .131 x 3" MECHANICAL @ 1'-4"o.c. LENGTH OF WALL THROUGH DBL. T.R.AMOLD&ASSoc1ATES,INC. FASTENERS. TOP PLATE INTO SHED RAFTER OR COLLAR P.O.Box1091 Elkhart,IN 46515 TIE END' Commonwealth of Massachusetts �� (NOTE: LAG BOLT CAN BE ANGLED) Accredited Evaluation and 2 x 6 SUB FACIA ThisdoaarInspection n 5s�"dnaA�ngin oiftnnance (3) .131 x 3" MECH. with Massa husetts State TOP OF WALL, codes and the National FASTENERS @ EVERY El Approved By SCALE: ROOF RAFTER. 2nd. FLOOR 2 x 6 EXT. WALLS Date .,uL 23 1 4"-1'-0" App—al&dJs do—does—au I-iz.a app— --- "omission ar derta0w from..reQ�innras of SHEET N 0.: DETAIL — 2 ( TOP OF WALL / RAFTER ) '°`"` "S1e`� 8B LN) INDUSTRIES INC. P.O.BOX 9000 RTE. 121 OXFORD, ME 04270 TELE. (207) 539-8883 FAX: (207)539-4446 DETAIL 3 T.R.ARNOLD&ASSOCIATES,INC. P.O.Box Iasi Elkhart,IN 4651S DWG NO. Commonwealth of Massachusetts KIM 2903 Accredited Evaluation and Inspection Agency This docunent Is wed as being in conformance LAYER NAME: with MassacMaetts Slate SECTION 12 ► 2 Codes and the National El rat s/ Approved By Date JUL 23 DATE: \ , ,,,��a,l;=dndoe=.aar•.,a 7-1-04 8 any omiss on or ppic,abie de.M.from a c requvfmxas a 0 � a surery) taws. ---- ----- -- 00 3 � Q @ N O n I SAS CY' Ln o N SQF I R-38 CLG INSUL. T��s �: N 00 ON-SITE BY OTHERS �— N cY) DRAWN BY: M ' .---- .f KIERSTEN M FOR HELP CALL: "ON SITE" INSTALL 2 x 4 , \ REVISIONS LATERAL BRACE LENGTH OF 2f6x 11'— 101' ONE PIECE COLLAR TIES DATE ITEM ON TOP OFTIESI 10 1/ 1 ANDFNAIL W/() 10dLLAR NAILS @ I EACH COLLAR TIE.(16"o.C.) I 10 1/2" L — — — — — — — ---I 2 x 6 SPF STUD GRADE EXTERIOR WALL STUDS @ 24it0.C. DETAIL - 2 SCALE: 3/4"=1'-0" 12O SHEET NO. 8 C r a90 �j9 INDUSTRIES INC. G.O.BOX 9000 RTE.121 OXFORD,ME 04270 m c• (207)539—WS3 FAX (207)W9—"" DWG NO: 2 x 8 RAFTER 2 x 6 COLLAR TIE EXT. WALLS KIM 2903 LAYER NAME: " ON SITE " SECTION FASTEN EACH END OF COLLAR - INSTALL (1) 3/8" x 7" LAG BOLT W/ WASHER DATE: TIE WITH (6) .131 x 3" MECHANICAL @ 1'-4"ox. LENGTH OF WALL THROUGH DBL 7-6-04 FASTENERS. TOP PLATE INTO SHED RAFTER OR COLLAR TIE END. L J J (NOTE: LAG BOLT CAN BE ANGLED) z Q � 2 x 6 SUB FACIA— o (3) .131 x 3" MECH. o 0 0 FASTENERS @ EVERY TOP OF WALL T.R.ARNOLD&ASSOCUM.INC. W U ROOF RAFTER. 2nd. FLOOR 2 x 6 EXT. WALLS P.O.Box1081 o L,-j z Elkhart,IN 46515 —J o Commonwealth of Massachusetts m 1— Accredited Evaluation andInspection Agency I o Q tJ DETAIL - 1 A ( TOP OF WALL / RAFTER ) This doctanen iss Certified as being in cordomtanoe I z with Massachusetts State Q 7 Codes and the National ^ ) El c 'cal o LL Approved By Date JUL 23 Approval of this document does not autrtorim or approve any omisslon or deviation ham do mptiremaos of DRAWN B Y: KIERSTEN "ON SITE" FASTEN RIDGE CHECKED BY: BOARD WITH (1) 3/8"x3" LAG BOLT W/ WASHER OR (2) REVISIONS .1310" MECH. FSTNR. @ 16"o.c. FASTEN 2x8 RIDGE BD. DATE ITEM LENGTH OF RIDGE TO RAFTER WITH (3) # 10 x 4" WOOD SCREWS OR (4) .1310" MECH. FSTNR. / '�,��2x8 RAFTER "ON SITE" INSTALL 2001" UPPER COLLAR TIE @ 32"o.c. LENGTH OF ROOF, FASTEN EACH END WITH (4) .131 x 3" MECHANICAL FASTENERS OR EQUIVALENT SCALE: DETAIL 2A ( 'RIDGE BD. TO RAFTER & ON SITE FASTENING } 1 4" 1-0" SHEET NO.: 8_D aaa � � INDUSTRIES INC. -- -- ➢ P.O. BOX 9000 RTE. 121 LEGEND I'- I OXFORD, ME 04270 I�------------ I IE'0IQ I BD BIDET PS PEDESTAL SINK � 9 _ FFAX- (207)539 i44s ID Im I - - BT BATH TUB RL ROOF LINE CL CEILING LINE S.C. SITE CONNECTION DWG NO. CO CLEAN OUT SHWR SHOWER KIM 2903 D/W DISHWASHER VTR VENT THROUGH ROOF FL FLOOR LINE WB WASHER BOX STAND PIPE LAYER NAME: FV 2" BASEMENT FUTURE VENT WC WATER CLOSET PLUMB KS KITCHEN SINK WOP WASHER OVERFLOW PAN LAV LAVATORY WP WHIRLPOOL TUB DATE: 6-29-04 --- --- EXPANDABLE CAPES/COLONIALS/RAFTERED RANCHES I ' * ALL PLUMBING BELOW FLOOR LINE AND ABOVE I ABOVE 2'—O' CEILING LINE ON FIRST FLOOR TO BE SUPPLIED ROOF AND INSTALLED ONSITE BY OTHERS. -- - RL———— VENT THRU ROOF U 3 BELOW ROOF F- 1 -- T.R.ARNOLD i ASSOCIATES,INC. m Q P.O.Box1081 00 ElkLari,IN 46515 Commonwealth of Massachusetts U Accredited Evaluation and Q— C) 1 Inspection Agency i This doormen[is certified as being in conformance with Massachusetts State i ' Codes and the National E c 'cal o e ' Approved ByDate 1 j1-1/2'LAV. VENT Awov of this oc L R does not aud-i.or appr.- I TO BE CONNECTED "-or devi on from 0 requiramerrcs of DRAW B Y: TO PROPOSED 2nd FLOOR PLUMBING 1 TO MAIN VENT BY OTHERS Wo"cawe5U1eL.— BY: N EN FURNISHED/INSTALLED ON SITE BY ' ----- ----" 1 OTHERS. CAP FOR FUTURE 2nd FLOOR 1 CL PLUMBING IF NOT USED IMMEDIATELY. FOR HELP CALL: 1 TO MAIN DRAIN CL '�_ TO BE CONNECTED coS. REVISIONS I LAV 0 _— � TO MAIN VENT I BY OTHERS DATE ITEM 1 CONNECT 2'FUTURE VENT � 1 TO 3'MAIN VENT IN WALL FL CL 1 a W.C. _ N � � C TFLL CAP FOR FUTURE BASEMENT FL _ — n VENT IF NOT USED IMMEDIATELY /�' FL , 0 ex CZ cro - —_ 0._ — —'Q KS FL — ----0 D/W 4. DASHED LINE PORTION TO BE FURNISHED / INSTALLED ON SCALE: -- SITE BY OTHERS. NOT TO SCALE SHEET NO. Co 9 . - MOO COVE R, SHEET P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 A. MANUFACTURER INFORMATION: D. BUILDING INFORMATION: F. EXTERIOR ENVELOPE THERMAL PERFORMANCE INFORMATION TEL: (207) 539-8883 MAILING ADDRESS: P.O. BOX 9000 BUILDER: WILLIAMS BUILDING CO. FAX: (207) 539-4446 OXFORD, ME. 04270 ELEMENT CODE REQUIREMENT ACTUALS MANUFACTURING PLANT ADDRESS: RTE 121 OXFORD, WALL .08 .05 BUILDER'S ADDRESS: P.O. BOX 272 DWG NO.:ME. 04270 CITY, STATE, ZIP: YARMOUTHPORT, MASS 02675 KIM 2885 EXPIRATION DATE OF CURRENT CERTIFICATION: APRIL 30th, 2005 RHODE ISLAND BUILDER'S LIC. # FLOOR .05 .05+ LAYER NAME: MANUFACTURER STATE CERTIFICATION NUMBER: MAINE: MF70000112 PROJECT LOCATION: LOT# 15 COCHESET DR.,"MARSTONS MILLS, MA ROOF/CEILING .033 .026 COVER NEW HAMPSHIRE: M9308019 ' ' ' :EXPANDABLE COLONIAL DOORS 6 1b MODEL DESIGNATION: 1822 X 42 CUSTOM STYLE / VERMONT: . 50171 WINDOWS .87 33 18' 22' X 42' USE GROUP: R-4 CONSTRUCTION.CLASSIFICATION: 5—B FOUNDATIONS .10 N/A CUSTOM EXPANDABLE CONNECTICUT: N/A AREA: 1ST FLOOR: 802 2ND FLOOR: N/A 3RD FLOOR: N/A COLONIAL RHODE ISLAND: Y9588 VOLUME OF ENCLOSED SPACE: 6416 CUBIC FEET DEALER: MASSACHUSETTS: MCS#137 HEIGHT ABOVE SILL: 25' —0^ STORIES: 2 G. LOCATIONS OF INFORMATION LABELS: ' WILLIAMS BLDG CO. UNFINISHED 2ND FLOOR CUSTOMER: B. THIRD PARTY INSPECTION AGENCY INFORMATION: DATA PLATE: ONE PER DWELLING (SEE FLOOR PLAN) ❑ HOUSING LAND TRUST 3RD PARTY INSPECTION AGENCY: T.R. ARNOLD & ASSOCIATES, INC. DESIGN OCCUPANCY LOAD: STATE LABEL: ONE PER MODULE (SEE FLOOR PLAN) . C—BOX LABEL ) LOCATED WITH DATE: I R CT H N. ., , .. 1ST FLOOR:N/A 2ND 'FLOOR:N/A 3RD FLOOR:N/A (MA, 3RD PARTY INSPECTION AGENCY AUTHORIZATION: I.A. #03 . A—BOX LABEL ]—]-04 TRA LABEL: ONE PER MODULE (SEE FLOOR PLAN) IN FOYER AGENCY AUTHORIZATION EXPIRATION DATE: APRIL 30th, 2005 SPECIAL SYSTEMS: FIRE ALARM TYPE: SMOKE DETECTORS U.L. 217-77 (ME, VT) CLOSET DRAWN BY: FIRE SUPPRESSION SYSTEM: N/A H. ATTIC VENTILATION: KIERSTEN KEISER INDUSTRIES CERTIFIES THAT THIS DOCUMENT CONFORMS WITH THE SYSTEMS APPROVALS AND SPECIFICATIONS APPROVED BY T.R.A. AND IS IN (OTHER) : WHEN FLOOR AREA EXCEEDS 1200 S.F. REQUIRED: (1) SQ. FT. PER (300) SQ. FT. OF CEILING AREA, CHECKED BY: COMPLIANCE WITH THE FOLLOWING STATE CODES: ME, NH, VT, RI, MA C C (2) U.L. 217-77 SMOKE DETECTORS ARE REO'D. (RHODE ISLAND ONLY) ACTUAL: 850 SO. FT. CEILING AREA C. INDEX OF INFORMATION: CODES: DESIGN LIVE LOADS: WALLS: 21PSF ROOF: 25 PSF 1ST FLOOR: 40 PSF 2.83 SQ. FT. VENTILATION REQUIRED TOTAL NUMBER OF SHEETS IN EACH SET: 2ND FLOOR: 30 PSF(CAPE / COLONIAL) N/A (RANCH),— _°' 3.53 SO. FT. PROVIDED AT EAVES. (6.2 SQ IN. PER LIN. FT.) MASS STATE BLDG CODE MARSTONS MILLS, MA 3RD FLOOR: N/A CORRIDORS: N/A N/A SQ. FT. PROVIDED AT GABLE ENDS (54 SO. IN. PER END) SIXTH EDITION DWG PG DESCRIPTION DWG. DATE REV. DATE ZONE #1 STAIRS: 100 PSF(CAPE / COLONIALS) N/A (RANCH) 5.13 SO. FT. PROVIDED AT RIDGE. (18-SO. IN. PER LIN. FT.) 1 COVER SHEET 7-7-04 Pf = 25 PSF WIND HORIZONTAL: 90 MPH TOTAL: 7.53 SO. FT. PROVIDED REVISIONS 2 1ST FLOOR PLAN 7-6-04 INTERIOR WALLS: 5 PSF DATE ITEM 2A 2ND FLOOR PLAN 7-6-04 SEISMIC HAZARD EXPOSURE GROUP #1 3 ELEVATIONS 7-7-04 SPECIAL USE PROVISIONS: NOT TO BE BUILT WITHIN FIRE UNIT LIMITS 4 FOUNDATION PLAN 7-6-04 MUST BE LOCATED 6' FROM LOT LINE 4A BASEMENT STAIR PLAN 7-6-04 5 1ST FLR ELECTRICAL PLAN 7-6-04 E. HEATING SYSTEM INFORMATION: T.R.ARNOLD&ASSOCUTES,INC. 6 1ST FLR HEAT PLAN 7-7-04 SYSTEM TYPE: I HYDRONIC BASEBOARD, ELECTRIC BASEBOARD, FORCED HOT AIR P.O.Box 1081 Eikbart,IN 46515 7 CONSTRUCTION DATA & REFERENCE SHEET 7-7-04 RADIANT HEAT Commonwealth of Massachusetts 8 CROSS SECTION 7-1-04 Accredited Evaluation and FUEL: ELECTRIC, NATURAL, LPG, OIL OTHER THAN ELECTRIC HEAT-MASONRY Inspection Agency 8A ROOF CROSS SECTION 6-30-04 This document is certified as being in conformance 8B CONNECTION DETAILS 6--30-04 CHIMNEY/VENTING. SYSTEM TYPE: CHIMNEY BY BUILDER PER STATE & LOCAL with MaSsachuse sState BUILDING CODE OR AN APPROVED EQUAL. Codes and the uationat SCALE: 8C OFFSET ROOF CROSS SECTION 6-30-04 ei ct cai o 9 PLUMBING 7-7-04 BASEMENT: Approved By NOT TO SCALE IF HOT WATER BOILER AND/OR WATER HEATER ARE INSTALLED IN BASEMENT, Date UL4 26 Approlal of this douunent dues not auttwdie o a0p� . SHEET N 0. THEN EITHER BASEMENT FOUNDATION WALLS MUST BE'INSTALLED PER amr^missio—deviation hom the mq�o-eme^„ ` STATE & LOCAL BUILDING CODE, OR THE'BELOW THE FLOOR WATER LINES applicable State u MUST BE INSULATED PER STATE & LOCAL BUILDING CODE. 1 aco � � a INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 TELE: (207) 539-8683 NOTE: TL = 600 PLF TL = 342 PLF E.S. @MATE FAX: (207)539-4446 FRAME (2) 2X10 @ CLG. (1) 1 1/2" X 9 1/4" (1.8E) LVL E.S. DWG NO. TO COVER THIS SPAN MAX SPAN = 10'-3" TO CORNER POST. CONTINUOUS PC E.S KIM 2885 MAX SPAN = 6'-9" 22'-0" LON LAYER NAME: 6'-00 4'-8" �I�-3'-On �I 13' 8" ��—6'-10" P 6'-10" 1SUBMTL I I AR3660SH DATE: _ CLOSET (S&R) 3,-2^ 0-17-6-04 J f- - I o N r I I O 2/6-INT \ I I _ O0 I I I� I N h cp I I Z o 'co� III -- I 2/6-INT o . d x CID I J � 1'_ CD I o B-BOX ONLY F — O U PHOTO OYERHOTO i POST ALLY ELEc. UNDE TL= 342 PLF O� W��LR IN BSMNT = Li_ 2/6-IN 2/6-INT (2) 1 1/2' X 9 1/4" (1.8E) LVL MAX SPAN = 12' 11" LIVING ROOM o � o (f-) = W I r r » 11 Area=224.221 f1 r a o 1� o �� R » SD s= I cal PHOTO o "' BATH 11 cv < ELEC. < ZE I �_ o � I t BEDROOM 1 W2: FL �,; FDRA:NBY.-a FEArea=122.929 ft I KITCHEN o RSTEN Areo=183.761 ft i - =TUB& C-BOX ONLY FOR HELP CALL: TL= 206 PLF (ATTIC LOAD) ----- O USE STD 2X10 HDR o REVISIONS eD WARDROBE SHELVINGI m WALL cD Q SHIPPED LOOSE Ato I+lorE DATE ITEM -- TALCED DA FtE --� 3 _ on,ERs 6/0 PARADIGM SLIDER z 5635 W wPTK f3WALK-IN 6'-10' 6'-10' --� WARDROBE N 5� W213o TV t 3 I IW2430 I t t t 131-�n I„ T.R.ARNOLD&ASSOCIATES,INC. PAR3660SH PAR C1836-2 CSMNT P.O.Box 1091 Elkhart,IN 46515 5-2" � 4'-10" 4'-9 1/4' 6'-3^ Commonwealth of Massachusetts 2—1 3/4a Accredited Evaluation and 10—0' 3'-$ I1'-0 1/4' Inspection Agency This document is certified as being in conformance - - 21'-4 3/4" with Massachusetts Stale Codes and the National NOTE: ALL WINDOWS AND DOORS REQ. El l' SCALE: STD (2) 2X10 HEADER 1/4"=1'-0" C 'al o Approved By Date 6 Approval of his document floes rot wthorin or approve amomissio or deviation from am re(Oremems of SHEET NO. applicaale State laws. 2 TL= 600 PLF a 0 MAX SPAN = 6'-9" INDUSTRIES INC. P.O. BOX 9000 RTE. 127 OXFORD. ME 04270 DBL 2X10 IELE: (207) 539-8883 END JST FOR PORCH SPAN BELOW FAX: (207)539-4446 27'-4 3/4" DWG NO. 34 � 4'-1" � 3'-7" 14'-01/2" " KIM 2885 PAR3660SH ------------------------------ LAYER NAME: WARDROBE (S&R) LINEN I 2SUBMTL ------------ (3 SHELVES) O o ------------ � o j 'DATE: 2/6-INT z `� N o � 7-6-04 0 0 � - L 1/10-IN'T , a 1/2 WALL W/CAP 00 , Q �- -(Y� HALL NON-STORAGE Q o 2/6-INT 2/6-INT ATTIC SPACE ' I-- o t------�. i _J ATTIC L nn I M L�- i ACCESS is OI coo FF_ _._----_ < m N a w I W FL (3' - Uf BEDROOM 3 BEDROOM 2 i , DRAWN BY: SR)M k SHOWER 00 KIERSTEN Ln FOR HELP CALL: M , Q ------------------- - ----------------------------- REVISIONS WALK—IN z DATE ITEM WARDROBE NOTE: ALL WINDOWS AND DOORS REQ y 12) 2X8 STD HDR PAR3660SH PAR3660-2SH 4'-10' 4A 1/4' T.R.ARNOLD&ASSOCIATES,INC. P.O.Box1091 10' 0" > EE 6'-4 1/2" > 11'-01/4" Elkhart,IN 46515 Commonwealth of Massachusetts 27'-4 3/4" Accredited Evaluation and Inspection Agency This document is certified as being in conformance with Massachusetts State Codes and the National E,cwl o SCALE: . Approved By 04 ALL ROOK SIZES AND WALL LOC:A I IONS 1 4"=1'- " ON 2N FLR ARE ONLY 0 Date D Y A PROPOSED of ro na - T KEISER I Approval° 6d°eume does a4iw.�m°ra,,,°re LAYOUT BY INDUSTRIES. ACTUAL "^'°"`s`°""d"-ble '"the '""`" "'s°' SITE FINISH MAY REQUIRE SLIGHT SHEET NO. apptraak S.I.haws. - ADJUSTMENTS TO FLOORPLAN LAYOUT. 2A T.R.ARNOLD&ASSOCLATES,INC. O P.O.Box1081 INDUSTRIES INC. O. BOX 9000 RTE. 121 EOchart,IN 46515 'MIN.'235/SELF-SEALING P. Commonwealth of Massachusetts SHINGLES OXFORD, ME 04270 Accredited Evaluation and / TELE: (207) 539-8883 Inspection Agency DECORATIVE GABLE VENT MAIN FAX: (207)539-4446 This document is certified as being in conformance ON SITE BY OTHERS VENT /� with Massaes and the ettsNat State DWG N0. Codes and the National E t'cal e Approved By 12 18 KIM 2885 Date J 6 ro-fof this documant does--h-;naa, a LAYER NAME: an,emission or deviation from are-pm, n1s of .ap E LE V piitable State laws. CONT.RIDGE VENTING 18 SQ.INCHES PER UN.FOOT DATE: ® IFMI CONT. VINYL SOMT 7-7-04 6.2 SO. INCHES/UN.FOOT U � ® O LLL_ =lid Q` OLLU. O O CZ W L�J O U9 —� LEFT END ELEVATION FRONT ELEVATION LLj� w LL- C� OLw = NOTE: OMIT ALL SIDING AND TRIM w CL DRAWN BY: CONT.RIDGE VENTING MAIN VENT ~ z KIERSTEN MAIN 18 SQ. INCHES PER LIN.FOOT TERMINATION z 1J_j O 1� CDI-- FOR HELP CALL: O < O ----- °C REVISIONS I— W — Z I DATE ITEM w U O wz O U o N U Z ZZ - - N => FINISHED CEILING PREP FPR co LEE CEDAR SHINGLE SIDING SCALE: T NOT TO SCALE FINISHED FLOOR SHEET N0. RIGHT END ELEVATION REAR ELEVATION INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 T.R.ARNOLD&ASSOCIATES,INC. TELE: (207) 539-8883 Elkhaart,,IO. N46515 NOTE: REFER TO BUILDERS REFERENCE MANUAL FOR DETAILS AND SPECIFICATIONS. FAX (207)539-4446 Commonwealth of Massachusetts Accredited on Agency Evaluation THIS IS A PRELIMINARY PLAN ONLY AND NOT TO BE USED FOR CONSTRUCTION DWG No. This document is certified as being in conformance KIM 2885 . with Massachusetts State' 41'-1. 1/2a Codes and the National .LAYER NAME: El 'al e 13'-8 3/8" 13'-8 3/4° 13'-8 3/8" - FOUND Approved By Date e 6'-0" 7'-8 3/8" Approval of this docun¢nt does not autnorim or approve DATE: any omission a deviation hate the rcquiremeMs o/ appr eats stet"taw:. 7-6-04 — - - — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - — - - - - II I I I SEE SHEET j I I I I II I 4o WHEN BASEMENT I I III I IIII BUILDING STAIRWELL I I III o z i I'II BASEMENT APPROX. STAIRS- - _LOCATION. I I I I 00 I I I I I I I b i Z I III I III I O I I III I I III I I F— I CONT. STRIP FOOTING '�9\S i III I 3000 PSI CONCRETE FOOTIf�G- - - - - - I6 f�8' I 1 I I 13 1/2" CONCRETE FILLED I _ llb O I I 1 1 I STEEL LALLY COLUMN WITH 6"x6" STEEL BEARING PLATES. I `� I I I I I III I �'' I III I I III I _ 1 16"x1O" (TYP. MASS) I DRAWN BY: �� I i I I I 3000 PSI CONCRETE FOOTING I KIERSTEN _ III °O III I BELOW FROST LINE i NO FLOOR INSULATION IS REQUIRED � I I III I I FOR HELP CALL- I - - - I FLOOR GIR o I IN THE FIRST FLOOR OVER CONDITIONED I � 1 � L D I III I — BASEMENT SPACES. ALL FLOOR OR FOUNDATION III S° BEAM BUILT IN III I I INSULATION REQUIRED PER CODE IS i0 BE PRONDED I MODULE FLOOR I I AND INSTALLED ON SITE BY OTHERS I III I STEM I I I REVISIONS ( 10" TYP. FOUNDATION I I III I DATE ITEM I WALL THICKNESS III i - - - - - - - - - - - - - - - - - J TYP. MASS III I I III I o I I I III I n I o 1 - - - - - - - - - - - - - - 13'-8 3/8" ,I, 13'-8 3/8' ;�, 13'-8 3/4" NOTE: 1.) FOUNDATION DESIGN AS SHOWN ONLY SUGGESTIVE, ACTUAL 2.) FOUNDATION HAS BEEN APPROVED FOR SUPPORT PLACEMENT 3.) FIREPLACE C.C. TO BE SIZED SCALE: FOUNDATION DESIGN SHALL BE BASED ON LOCAL SOIL CONDITIONS ONLY. TIE DOWN, VENTILATION, ACCESS, AND FOUNDAIION UESIGN BY GENERAL CONTRACTOR. AND IN ACCORDANCE WITH LOCAL REQUIREMENTS. SUBJECT TO LOCAL CODE OFFICIAL INSPECTION. 4.) 3000 PSF. SOIL BEARING CAPACITY. SHEET NO. 5.) CONCRETE COMPRESSIVE STRENGTH 3000 PSI. CAPACITY. Lr"-) INDUSTRIES INC. P.O. BOX 9000 RTE. 121 FOUNDATION PRINT OXFORD, ) 04270 TELE: (207 539-8883 iAX: (207)539-4446 MATR' LS FIGURED FOR STRINGERS TOTAL RISE = 101 1/2 " FLOOR FRAMING DWG NO. - REFERENCE ONLY KIM 2885 STRINGERS 2x12 SPF W/2 12 RISERS 1 13/ 6" FOR TYP. BASEMENT STAIRS GOTO VIEW: TREADS 2x12 SPF al/2 I RISERS -1 3M11 FOUND DATE: RISERS 1/2 PLY 7-6-04 � W C 71-8" / / 13' 8" r z 0 / o o C < S-10 112" o I-- / FIRST RISE 7 13 16" o _J `f' Q 2x10 FLOOR JOISTS 2x10 FLOOR JOISTS c� SPF#2 2x6_,,q, _ FIRE STOP ✓ DRAWN BY: I KIERSTEN Q COMMON RISE U FOR HELP CALL: 7 13/1 ----- RUN _ �- REVISIONS T.R.ARNOLD&ASSOCIATES,INC. N NOSINGATE ITEM 9 P.Or.o.so:loll W pp Eticbart,IN 46515 - Q� 6' o 10° TYP. Commonwealth of Massachusetts � �[ 1 1/4" Accredited Evaluation and00 i FOUNDATION WALL N Inspection Agency oo C/ TREAD DEPTH This document is certified as being in wnforinance Z a I with Massachusetts State i I Codes and the National i 10 1 4 40pct l n � Approved ByJUL Z W d I I Approvaate j or this docent does riot authorize or approve um j i any omission or deviation rt—the regwremems or apprcade state Laws. LAST RISE I I Q SCALE: _ — i i I IW— SHEET N0. V. ti 4A ul a, INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD. ME 04270 \ TELE: (207)539-8883 t FAX: (207)539-4446 Vi o ti DWG NO. 21 �� KIM 2885 0 / LAYER NAME: � I IELEC DATE: A-BOX B-BOX C-BOX = S-2' CrSW 7-6-04 c� ------- -------- I I IL11 FLOORS D �\ ' o I a WALLS o ' z . Q ROOF Q i Gn —' LLJ i � JUMP HOOK-UPS o —' SD FOYE "C-BOX" PANEL BOX S�' EL JUMP 53 T S3 TESTING s , C LIVING ROOM � \SD JUMP I (PHOTO I JUMP BATH 1 I ELEC. � f FLI! I DRAWN BY: UUU KITCHEN KIERSTEN•1- FOR HELP CALL: JUMP CRYSTAL 4 O _— nOR �` S,/S/S rs T" W REVISIONS "A-BOX" S ------------------ DATE ITEM ---T BEDROOM 1 (2)1 1/4'ELECTRICAL 5PANEL TK-7000NDUITS TO 2nd FLOORWALK-IN 7 200 AMPEl �R ; S DESCRIPTION OF CIRCUITS T.R.ARNOLD&ASSOCIATES,INC. NO. SERNNG VOLT WIRE AMP P.O.Boz 1091 Q Etklurt,IN 46515 0a� 1 UV RMmREC 120 14-2 15 Commonwealth of Massachusetts 2 FOYER•LTS REC 120 14-2 15 Accredited Evaluation and 3 4 I0 5 13 6 12 3 BEDROOM 1• LTS REC AF0 120 14- 15 Inspection Agency 4 KITCHEN BATH 20LTS 120 14-2 15 This document is certified as being in conformance 5 KITCHEN•REC 120 12-2 20 with Massachusetts State Codes and the National 6 KITCHEN•REC 120 12-2 20 E ci 7 BOILER _ 120 14-2 15 SCALE: Approved By 10 RAND 240 8-3 40 I/4„-1'-0" 12 DISHWASHER 120 12-2 20 Date Approval of this duoament doas net"horim at approve 13 REFER. 110 12-2 20 any omission or deviation from the requirements of - 21 BATH; REC GFI 120 12-2 20 SHEET NO. applicable State Laws. .. I �j P INDUSTRIES INC. . P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 TELE: (207) 539-8883 FAX: (207)539-4446 F DWG NO. KIM 2885 --- 3-2 -----7' HYD B.B.----- CY ' I 3850 BTUH LAYER NAME: CD r 1HEAT 0-00 I I I tn '�� I I DATE: LLJ ------------------ 7-7-04 t� 8 HYD B.8. , � 4400 BTUH m � FOYER 3' HYD B.B. 1650 BTUH I Q m'm = , t3ATH 1 . `" LIVING ROOM , w � C? oi N Ur- mBEDROOM 1 KITCHENT.R.ARNOLD&ASSOCIATES,INC. P.O.Box 1081Eckhart, f asss mDRAWNBY: Commonwealth of MassachusettsOAccredited Evaluation and i °' KIERSTEN Inspection Agency = o This dmument is certified as being in conformance rn c� - with Massachusetts State i i FOR HELP CALL: Codes and the National I ------—------------ EI ct'cal o � ___j 5075 BTUH T WALK-IN TK70 KICKSPACE HTR Approved By WARDROBE -- D.W. . Z6 ApprovD ole[nis Uocumentd rot authorize or approve 2' HYD B.B. ; -------, .REVISIONS any omissin or deviation iron the requirements of applicable state yaws. 1100 BTUH ; r DATE ITEM TYPICAL CAPES RANCHES AND EXP. COLONIALS W/COPPER PIPES NOTES: NOTES: The Model Energy Codes referenced by the 1.) ALL H.W.B.B. PROVIDED BY MANUFACTURER ARE 4.) BOILER AND ALL HEAT LOOP CONNECTIONS AT State Building Codes require either-, 1st floor insulation STUBBED THRU FLOOR TO BASEMENT. BASEMENT FURNISHED & INSTALLED ON—SITE be site installed or foundation spaces be conditioned. 2.) TWO 3/4" TYPE 1" HARD COPPER PIPES BY OTHERS. This Heat Loss calculation has assumed that STUBBED FROM 2ND FLR. TO BASEMENT ARE 5.) ALL EXTRA ZONES FOR 2nd FLOOR TO BE REQUESTED BY BUILDER R-19 1st floor insulation is used, provided and PROVIDED & INSTALLED BY MANUFACTURER R instnlled by others. Without the floor insulation or 6.' 1 WO 3 4 1 YPE "L" HARD COPPER PIPES FOR POTABLE WATER SCALE: r 3. ANY ADDITIONAL H.W.B.B. FOR EXPANDABLE 2ND � � equivalent foundation wall insulation and heat source the 1/4"=1'—�" FLOORS, TO BE FURNISHED & INSTALLED ON—SITE '� RUN" -(O Znd FLOOR PER TYPICAL home will not heat properly per the Model Energy Code BY OTHERS. � requirements. per the home design. SHEET NO. 7�) TOTAL 'HEAT OUTPUT AS SHOWN =28,175 BTU/HR. @ 1ST FLOOR. q P 9 FEEDER &NEUTRAL LOAD DOOR SCHEDULE PARADIGM WINDOW SCHEDULE (STD. WINDOWS) `"INDUSTRIES� j NC CODES WIDTH HEIGHT THK. TYPE MFCR REMARK WINDOW CALL SIZE UNIT SIZE ROUGH OPENING TYPE LIGHT .FT. VENT .FT. .FT, P.O. BOXFOR , ME 42 121 LIGHTING AGO SMALL APPLIANCE HOT WAX 3 BASEBOARD 1 3-d 6'-8' 1 3 4' INSUL CORE THERMA TRU EXTERIOR PAR2637 16'X 37' SINGLE HUNG 4.73 219 6.68 OXFORD, ME oa27o 1.)LIGHTING. TOTAL FLOOR AREA= 1206 X 3 3618 VA 2 1-8' 6'-8' 1 3 4' INSUL CORE THERMA TRU EXTERIOR PAR3031 30'X 37' SINGLE HUNG 5.60 2.59 7.71 TEIE: (207) 539-8883 .)SMALL APPLIANCE: 4 CIRCUITS X 50-07 6000 VA 3 S 3.)LAUNDRY: 1 CIRCUIT X 1500 ISOOVA 4 3-0'4 8"6'- 1 3 4" INSUL CORE THERMA TRU EXT.SINGLES PAR3666 35 1 2'X 65 12' 36'X 66' SINGLE HUNG 1129 6.42 16.50 FAX: (207)539-4446 3 6'-8' 1 3 4' INSLIL CORE THERMA TRU EXT.DBL SAL PAR3266 31 1 2'X 65 1 2' 32'X 66' SINGLE HUNG 11.61 5.63 14.66 Is[3000VA @ 100%= 3000 VA 5 S-0' C-8" 1 3 4' STEEL THERMA TRU FIREDOOR PAR3441 33 1 2'X 40 12" 34'X 41' SIN H N 7.30 1 3.40 1 9.68 1DWG N0. REMAINDER @ 35%= 2841 VA 6 2'-8' 6'-8' 1 3 4" STEEL THERMA TRU FIREDOOR PARMM 35 1 2"X 35 1 2' 36'X 36' SINGLE HUNG 6.70 3.07 9.00 TOTAL= 5841 VA 7 5-0' 6'-8" 1 3 8' HOLLOW COTE WOODGRAIN PASSAGE PAR3449 34'X 49' SINGLE HUNG 8.95 4.4 n. KIM 2885 8 2-8' 6'-8" 1 3 8' HOLLOW CORE WOODCRAIN PASSAGE PAR367 35 1 'X 71 1 2' SINGLE HUNG 14.60 1 7.10 18.00 LINE A NEUTRAL LINE B ., 9 2-6' 6'-8° 1 3 8' HOLLOW CORE WOODGRAIN PASSAGE C1836-2 35'X 35 1 2' 35 1 2'X 36" C MENT 6.0 5.98 9.00 LIGHTING AND SMALL APPLIANCE:VA T240=AMPERES= 24.3 24.3 24.3 10 1'-10" 6'-8" 1 3 8' HOLLOW CORE WOODGRAIN PASSAGE PAR3652 35 1 2"X 51 1 2' 36'X 52' DBL HUNG 9.0 4.37 13.00 LAYER NAME: HEATING AND COOLING 7.1 7.1 0 1I 1'-4' C-8' 1 3 8" HOLLOW CORE WOODGRAIN PASSAGE PAR2637 25 1 "X 26"X 37' DBL HUNG 3.92 1.87 6.68 DATA I)FURNACE BLOWER 0 _ 0_ _0 12 3-0' 6"-8" 1 3 8' FLUSH/SO WOODGRAIN PASSAGE PAR3037 1 7' DBL HUNG 7•71 2)HEATING ELEMENT 0 0 0 13 -8' 6'-8" 1 3 8" U SO WOODGRAIN PASSAGE 1 "X 65 1 ' 36'X 66' DBIL HUNG 11.83 5.87 3)MR CONDITIONER 0 0 0 14 1-6' 6'-8°1 1 3 8' FLUSH SO WOODGRAIN PASSAGE PAR3266 32'X 66' DBL HUNG 10.20 5.10 14.66 DATE: 5 1'-10' C- 1 3 8' USH SO WOODGRAIN PASSAGE PAR3441 34"X 41' DBL HUNG 6.32 LARGEST FANS)-ADD 25% 0 2.4 24 16 1'-4' 6'4' 1 3 8' FLUSH SO PEACHTREE INSUL CLASS PAR3636 35 1 2"X 35 1 2' 36'X 36' DBL HUNG 5.78 2.68 900 7-7-04 APPLIANCE LOADING 17 6'-O' 6'-8" 1 3 4' SLIDER PEACHTREE INSUL CLASS PAR3449 DEL HUNG 7.82 3.79 11.51 18 6'-0' 6'-" 1 3 4' SLIDER PEACHTREE INS11L CORE PAR3672 35 112 X 71 112. 36'X 7' DBL HUNG 13.04 6.50 18.00 1)EXHAUST FAN 1_6 1� 0 19 6'-0' 6'-8' 1 3 4' PATIO SWINGER THERMA-TRU 08 INSUL CORE EA36F 36'X 54 1 4' EXTENDED ARCH 9.8 13.68 2)WATER NEATER 18=8 0 18_8 174'- 06C-81' 3 4' SWINGER THERMA-TRU 118 INSUL CORE A4824 48'X 24' AWNING 5.12 5.17 &00 3)DISHWASHER 9_0 9_0 0 3 4' SWINGER WOODGRAIN BX-FOR C30 4 30'X 24' CASEMENT 29 2-86 5.00 4)DISPOSAL 0 5�. 0 3 8' 6 PANEL PINE WOODGRAIN 8140LD HR3015 1 4 30'X 15 1 4' i 2 ROUND 1.47 3.775 �- 4)MICROWAVE 0 6A 6.0 3 8' 6 PAN MASONITE WOOOGRAIN SLIDER NOTE SAFETY CLAZING TO BE PROVIDED FOR WNDOWS IN HAZARDOUS LOCATIONS --- �3 3 8' 6 PANEL PINE WOODGRAIN SLIDER NOTE WINDOWS ARE NFRC RATED TOTAL APPLIANCE-AMP X.75 WTH APPLIANCES 22.1 16.2 22.4 3 8" 6 PAN MASONITE WOOD(YtAIN BI-FOLD CLOTHING DRYER 23-3 16.3 23.3 8" 6 PANEL PINE WOODGRAIN BI-FORD RANGE 33.3 23.3 33.3 8' 5 PAN MASONITE WOODGRAIN 81-FOR 28 4'-d 6'-8' 13 8' 6 PANEL PINE WOODMAIN SURER SERVICE CONDUTOT AMPAgTY 29 4'-0'1 6'-8" 1 3 8' 5 PAN MASONITE WOODGRAIN SLIDER Q (TOTAL)= 110.1 89.6 105.7 USING -BL AMP SERVICE LIGHT & VENT SCHEDULE ROOM FLOOR CLASS %OF ARTIF- VENT %OF ARTIF- AREA AREA FLOOR LIGHT AREA FLOOR VENT UVING ROOM 224 57 25 27 12 DESCRIPTION OF CIRCUITS KITCHEN 184 5 3 240 W 4 2 160 CFM NO. SERVING VOLT WIRE AMP DINING ROOM XX XX XX XX XX BREAKFAST XX XX XX XX XX 1 FOLIV ER:LTSRMwRE 120 14-2 15 BEDROOM 1 123 36 29 17 14 2 BEDROOM I* L 120 14-2 1s BEDROOM XX XX XX XX XX FLOOR PLAN SYMBOL LEGEND DRAWN BY: 3 BEDROOM 1• LTS REC Afq 120 14-2 15 BEDROOM XX XX XX XX XX 4 KITCHEN BATH 2LTS 120 14-2 15 BEDROOM 4 XX XX XX XX XX C.C. - CHIMNEY CHASE LOCATION. 2" MIN. CLEARANCE TO COMBUSTIBLES FOR KIERSTEN 5 KITCIEN•REC 120 12-2 20 6 KITDiEN:REC 120 12-2 20 BATH 1 ---- 120 IN 70 CFM CHIMNEY. FIRE STOPPING MUST BE INSTALLED ON SITE BY OTHERS SUBJECT CHECKED BY: 7 BOWER 120 14-2 15 BATH 2 ---- 120 W 70 CFM TO LOCAL CODE OFFICAL, HAVING JURISDICTION, INSPECTIONS. 10 RANGE 240 8-3 40 BATH ---- 120 W 70 CFM C.- CLOSET WITH SHELF AND ROD 12 DISHWASHER 120 12-2 20 HALL XX XX XX XX XX 13 REFER. 120 12-2 20 DEN STUDY XX XX XX XX XX L. - LINEN CLOSET WITH (3) SHELVES REVISIONS 14 SMOKE DETECTORS AFCI 120 14-2 15 FOYER XX XX XX XX XX S.W. - STAIRWELL DATE ITEM 21 BATH• REC GFI 120 12-2 20 FAMILY ROOM XX XX XX XX XX EXERCISE ROOM XX XX XX XX XX W.C. - WATER CLOSET - DEMAND LIMIT MAX. 1.6 GALLONS PER FLUSH (MASS.) ®- SMOKE DETECTOR LOCATION - STATE AND IRA INSIGNIA LOCATIONS V- DATA PLATE LOCATION ELECTRICAL SYMBOL LEGEND T.R.ARNOLD AssoCXATEs,INC. BUILDER REFERANCE MANUAL PAGE INFORMATION DUPLEX RECEPTACLES © JUNCTION BOX QQ Fg1R WAY SWITCH P.O.Box 1081 Elkhart,IN 46515 SECTION 6 PAGE GROUND FAULT RECEPTACLE Q THERMOSTAT /S. DOUBLE GANG 4-WAY/SINGLE SNITCH Commonwealth of Massachusetts GROUND FAULT PROTECTED REC. + PADDLE FAN S/s,/s TRIPLE GANG 3-WAY/SINGLE/SINGLE Accredited Evaluation and A. FOUNDATION- 25-27 Inspection Agency�$ B. RANCH- 28-30 SWITCHED RECEPTACLE ® RECESSED LIGHT FS ARE SAFETY SWITCH This document is certified as being in rm confoance with Massachusetts state C. RAISED RANCH- 31-34 RANGE/DRYER RECEPTACLEHFt HEAT/FANNg1T N PHONE JACK with and the National WATERPROOF CA RECEPTACLE FLOURESCENT 0 i TELEVISION JACK Fi 17"'1�" F. SALT-BOX CAPTE.-BOX AND DORMERS - 40-41, 47-50(AND DORMERS)- 35-41 SCAI_F: O U.L APPROVED SMOKE DETECTOR fL 70 CFM-FANAJGHT COMBO EXT.EXH, � PANEL BOX Approved BY E. GAMBREL (AND DORMERS)- 42-46 NOT TO SCALE O�fa COMPACTA&E PHOTO.ELEC.DETECTOR(MASS.) Q SINGLE POLE SWITCH �'\ WIRE IN WALL OR PARTITION Date- 6 ( ) Approval of this do-rd does not authorize or approve G. EXPANDABLE COLONIAL- 51-54 SHEET NO. B RANGE HOOD 160 CFM.EXH.TO EXT. S/S DOUBLE GANG SWITCHES - YdRE IN CE9JNG OR FLOOR any omission or de.iatian from the"° "�of applicaote stare laws. H. 4-BOX COLONIAL- 51-54 WALL MOUNTED INCANDESCENT LIGHT /S DOUBLE GANG 3-WAY/3NCLE SWITCH /iN\ THREE WIRE I. OPTIONAL ROOF PITCHES- 55-59 SURFACE MOUNTED INCANDESCENT LIGHT OO THREE WAY SNITCH ,�\ HOME RUN TO PANEL BOX J. ELECTRICAL- 60-63 K. PLUMBING 64-71 ac� aCL9� 9a INDUSTRIES INC. P.O. BOX 9000 RTE. 121 DETAIL - 3 \" OXFORD, ME 04270 �h tELE (207) 539-8883 12 ti' FAX: (207)539-4446 ---== ---: ROOF RAFTER DESIGNED TO: 40 PSF LIVE LOAD DWG NO. 8� � ' \a ' G UNIFORM ATTIC: 20 PSF LIVE LOAD KIM 2885 33.69' Xe UNIFORM FLOOR: 40 PSF LIVE LOAD ' LAYER NAME: ',o" SECTION I NOTE: ATTIC AREA IS NOT TO BE DATE: Z L+$ R-38 CLG INSUL °c o ---- ON-SITE p MADE HABITABLE, AND IS ONLY -1-04 'ON 9TE'NSTAII 2 x 4 DESIGNED FOR 20 PSF LIVE LOAD. � _ � - Q o O 1 LATERAL BRACE LENGTH OFI 2X8X21'-l0a ONE PIECE COLLAR TIES z I ROOF ON TOP OF COLLAR TIES I v - O 10 V LLJ ,AFp NAR w/(2)Lod NALS 0 PANELIZED EXTERIOR WALLS C > m ` EAa,21—M T�Itca_�)J to V2" AND ROOF SECTIONS COMPLETED 0 2 x 6 SPF STUD GRADE R-19 ON SITE [n o EXTERIOR WALL STUDS BY OTHERS ON SITE BY BUILDER OR I t I Q —DETAIL — 2 i 24"o.c. INSTALLATION CREW U =N R-19 ON SITE BY OTHERS w ms i m Z �. _ W DETAIL - 1 i I Q Q. ��� -, NOTE: (1) 2X8 COLLAR TIES REQ C�1 0 0 o Q MIN.: i �5�s" AovANTECH CLIP ENDS AS -SHED DORMERS DUE. `� N v- R-19 FACTORY INST. 2 x 10 # 2 SPF J ISTS ® 16 (2) HOLD LENGTH OF TIES 1'' SHORT w 00 i E.S. FROM FRAME LINE TO ALLOW DRAWN BY: 22';O' PROPER CLEARANCE. KIERSTEN I i R-19 FACTORY INST. COMPLETED AT 1 j PRODUCTION FACILITY FOR HELP CALL: 2 x 6 SPF STUD GRADE (3) TOP PLATE OF WALLS TO BE ----- EXTERIOR WALL STUDS 16" LAID-OUT AND MARKED AT FACTORY R-19 FACTORY INST. I REVISIONS FOR ON SITE INSTALLATION OF spa" ADVANTEcH DATE ITEM COLLAR TIES PRIOR TO FLY-ON ROOF PANELS. (2)2XIO PERIMETER JOIST 12 SPF OR BTR. 2 x 10 # 2 SPF hOOR JOISTS ® 16"o.c. 10" MASS TYP. I D5 FEM RAIED SU WALL THICKNESS BY O11ERS I 1/2'uaue Bars 6--or O.C. ALSO NON 17 O OUM r»>Klsuuxtxetlt OfCOMPLETED ON-SITE NO FLOOR INSULATION IS REQUIRED IN THE DID OF NBTION AL MORTIS III= FIRST FLOOR OVER CONDITIONED BASEMENT SPACES. I III It BY BUILDER T.R.ARNOLD&ASSOCIATES,INC. —I ALL FLOOR OR FOUNDATION INSULATION REQUIRED I IIII-1 P.O.Bo:lOtil iN=IIII= PER CODE IS TO BE PROVIDED AND INSTALLED ON SITE BY OTHERS. 1 III-IIII= Elkiaa,IN 46515 j III=II I1= III=1 DRAINAGE d SoILIIII—III- i III=IIII=IIII. Commonwealth of Massachusetts _.1 IIII-IIII=11. Accredited Evaluation and REQ.PER CODE ill=IIII=I _ _ _ Inspection Agency �I-IIIIJ111=IIH: ...-.: IGB.TX16'caRorcTt I =_ _ _ FOOBNO BRO,Y 1`101 =IIII=IIII=, III I=IIII=ICI I` ' LINE ON-91 BY OI ERS I m = III I—IIII— This document is certified as being in con(ortnance SCALE: IIII—IIII—IIII �__ 92E TO VARY BY LOCH I - I _ with Massachusetts state II=_=Nff— t n PQY..emt-K omen rnxR� IIII=11 =k-_�-___' I =_=-III I=IIII= Codes and the Rational " ' " COMPACTED FILL II IL ___'_=__ /4 = —0 .. ._ _ IIII III EI ct'cal o PER.CODE IL—IIII=IL>_: _ _ _ _ ______________._..___�_:_________...�.___::--= - =IIIL _ __ _ _:__ __ _IIII=IIII=IIII=IIII=IIII=1IIi�lll=uu_IDI=1m-illi ilil-IIII=IIII-IIII=IIII- EEMIIMjIINIlI.... I 111=III= ==_IIII=III Approved By TYP.DRAINAGE TILE = I___ _ ;;,_IIII-IIII=IIII=' —"".IIII.,..-IIII-IIII=IIII=IIII-IIII-III=IIII-IIII=IIII-IIII=IIII=IIII -11iI-IIII= Date J L 26SHEET NO. =IIIf-IIII=IIII-IIII=IIH—' —IIII—IIII=1111=I III=IIIIII II=I+n=""— ""_' "11_illl-IIII=IIII=" 0 Approval of this document does not authorize or approve any omission or deviation from the requirements of appl able state Laws. 8 MM nn i INDUSTRIES INC. _ - P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 TELE: (207) 539-8883 r FAX: (207)539-4446 DWG NO. DETAIL - 3 \`�� KIM 2885 � LAYER NAME: 12 I SECTION \� _ DATE: ----I---- ----' 6 30 04 G \'°G I +8 w N ' 2 � _ M O I RAFT � � �QF I FPS o ► Iz 51 N co R-38 CLG INSUL. °c CXD i ON-SITE BY OTHERS �,Dy �, ------ DRAWN BY: \ . . -. - KIERSTEN - - - M ` v _ _ _ FOR HELP CALL: Y> _ r— "ON SITE" INSTALL 2 x 4 , LATERAL BRACE LENGTH OF I r I ROOF ON TOP OF COLLAR TIES I i REVISIONS 10 1/ u= I AND NAIL W/(2) lOd NAILS @ I 2 x8 x 1 - 10 O N E PIECE C O L L A R TIE S EACH COLLAR TIE.(16"o.c.) 101/2 DATE ITEM t_ I , — _ _ — — — — �' 2 x 6 SPF STUD GRADE - DETAIL — 2 EXTERIOR WALL STUDS .._ @ 12411o.c. r- L_ 22'-0„ T.R.ARNOLD&ASSOCIATES INC P.O.Box 1081 Ellchut,IN 46515 Commonwealth of Massachusetts Accredited Evaluation and SCALE- Inspection Agency 1/2"_�'_O' This doctanent is certified as being in conformance with Massachusetts State Codes and the Nationai SHEET NO. E ct ical o Approved By /� Date g Q / Approval of this docta M does not authorise or approve U H - any omission deviation viation hom the reQuirnts of applicable State Laws. INDUSTRIES INC. P.O.BOX 9000 RTE, 121 OXFORD, ME 04270 "ON SITE" FASTEN BOTTOM 2nd. FLOOR 2 x 6 EXT. WALLS TELE: (207) 539-88a3 FAX,FE 239-4446 PLATE OF EXTERIOR WALLS "ON SITE" FASTEN RIDGE TO THE FLOOR JOISTS WITH FASTEN TOP AND BOTTOM 2x6 BOARD WITH (1) 3/8"x3" LAG FASTEN 2x8 RIDGE BD. 885 (3) .131 x 3" MECH. FASTENERS PLATES TO WALL STUDS WITH BOLT W/ WASHER OR (2) TO RAFTER WITH (3) OR EQUIV. @ 16"o.c. OR (1) 3/8"x5„ (3) .131 x 3" MECH. FASTENERS .131x3" MECH. FSTNR. @ 16"o.c. # 10 x 4" WOOD SCREWS ME: LAG BOLT W/WASHER @ LENGTH OF RIDGE OR (4) .131x3" MECH. FSTNR. N 16"o.c. LENGTH OF WALL. �2x8 RAFTER CEILING JOIST 04 "ON SITE" INSTALL 2x4x41" (5).131 x 3"MECH. FASTENERS UPPER COLLAR TIE @ 32"o.c.BAND JOIST TO CEILING JOIST LENGTH OF ROOF, FASTEN EACH eEND WITH (4) 131 x 3" MECHANICAL2 x 6 EXT. WALLS FASTENERS OR EQUIVALENTw DETAIL — 1 BOTTOM OF WALL ) DETAIL - 3 ( RIDGE BD. TO RAFTER & ON SITE FASTENING ) e w O I m _ 8 Q U � w " z z *CHECKEDBY.- 2 x 8 COLLAR TIE EXT, WALLS REVISIONS 2 x 8 RAFTER DATE ITEM " ON SITE " FASTEN EACH END OF COLLAR — INSTALL (1) 3/8" x 7" LAG BOLT W/ WASHER TIE WITH (6) .131 x 3" MECHANICAL @ V-4"o.c. LENGTH OF WALL THROUGH DBL. FASTENERS. TOP PLATE INTO SHED RAFTER OR COLLAR T.x.ARNOLD&ASSOCIATES,INC. TIE END. P.O.Boat 1091 EOthart,IN 46SIS 2 x 6 SUB FACIA�� (NOTE: LAG BOLT CAN BE ANGLED) Commonwealth of Massachusetts Accredited Evaluation and Inspection Agency (3) .131 x 3" MECH. This document is certified as being in conformance FASTENERS @ EVERY TOP OF WALL with Massachusetts State Codes and the National ROOF RAFTER. 2nd. FLOOR 2 x 6 EXT. WALLS El ctJJ��cal Co SCALE: Approved By _ 1/4"-1'-0" Date DETAIL - 2 T e-Io! sdocwneddoes rotual—i orapp—, SHEET N0.: ( TOP O F WALL / RAFTER ) any mission w deviation&cm ow reQuiremerds or applicable Uwe Laws. 8 8 INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD. ME 04270 TELE: (207) 539-8883 FAX: (207)539-4446 2x10 RIDGE BDS. DROP DWG NO. 3/4" FOR RIDGE VENT KIM 2885 LAYER NAME: SECTION 2x4 COLLAR TIES @ 16" O/C DATE: T/OUT ROOF PANEL AREAS 6-30-04 12 ROOF TO BE BUILT IN MULTIPLE PANELS. o_ - ALL SHINGLES TO BE SITE APPLIED UNLESS �— 8ADDITIONAL TRANSPORTS ADDED FOR FULL o I IVI 33.69 P LENGTH SHED STYLE ROOF PANELS. c� x o 2x4 PONY WALL @ RIDGE 6' 0O U Q G\ FRAME 16- O/C @ 8-OFFSET O n FROM ROOF FRAME TO ALLOW COL-TIE ( L, �- G rn � TOv BE INSTALLED RFTR TO RFTR �co ATTIC STORAGE ON �@ NOT FULLY DECKED — I _ LSTA-18 SIMPSON F��� DRAWN BY:T LSTA 18 SIMPSON 3/4" DECKING CTR ON Y STRAP TIE 7—NAILS E.E. E S EN Q � S STRAP TIE (7—NAILS E.E.) ( ) ��F.: FOR HELP CALL: x , OFFSET CEILING 2x10@ 16o/c 6A 6uaim2x10@ 16o�c INSULATED THROUGHOUT REVISIONS 66m Wl—m" WITH R-38 FIBERGLASS . . . . 0" AT FACTORY DATE ITEM 1�4" 91_0II g) 0,I T.R.ARNOLD&ASSOCIATES,INC. o P.O.Box 1081 Elkhart,IN 46515 1 Q I_O II Commonwealth of Massachusetts U Accredited Evaluation and Inspection Agency This document is certified as being in conformance with Massachusetts Slate SCALE: Codes and the National 1/2'f—1'—0 r1 EI ct'wl o Approved By Date JUL 26 SHEET NO. Approval of this doc-t Aces ro not authorize or appve any om,ss,on or deviation from the requirements of appficabie state Laws. : 8 c r, 's^ INDUSTRIES INC. .2 P.O. 80X 9000 RTE. 121 TO PROPOSED 2nd FLOOR PLUMBING OXFOR ME 04270 +T I TELE: (207) 539-8883 FURNISHED/INSTALLED ON SITE BY FAX: (207)539-4446 OTHERS. CAP FOR FUTURE 2nd FLOOR DWG N0. PLUMBING IF NOT USED IMMEDIATELY. KIM 2885 I ABOVE �,I, 2'_0" i LAYER NAME: ROOF I ,t o PLUMB RL—— —— VENT THRU ROOF i 74 O BELOW ROOF q t_On , DATE: —7-04 2e LAV STOOL VENT I 3 3" TO BE CONNECTED - T- TK_70 _S836 F3 TO MAIN VENT BY OTHERS - U eza W2130 Q CL 3 W2430 o CL � o C� I CO z 1-112e KS_ VENT m o TO BE CONNECTED � ` LAV TO MAIN VENT BY OTHERS ------- ---- CONNECT 2" FUTURE VENT CL DASHED LINE PORTION TO BE To 3" MAIN VENT IN WALL CO _ " J FL o FURNISHED / INSTALLED ON CO - W.C. SITE BY OTHERS. _ -- CL DRAWN BY: z I_ � -•ra � FL _;p-- " " � KIERSTEN Z FL FOR HELP CALL: REVISIONS ,- B.T. _ _ KS DATE ITEM FL IF ` L l J FL _ D/W - TO MAIN I - , FL DRAIN �1 ,,"' " CAP FOR FUTURE BASEMENT > LEGEND " VENT IF NOT USED IMMEDIATELY. BD BIDET PS PEDESTAL SINK BT BATH TUB RL ROOF LINE FAccredited ARNOLD ASSOCIATEs,INC. P.O.sox 1081 CL CEILING LINE S.C. SITE CONNECTION EtlLharr,Ilva65l5 monwealth of Massachusetts EXPANDABLE CAPES/COLONIALS/RAFTERED RANCHES CO CLEAN OUT SHWR SHOWER Evaluation and D/W DISHWASHER VTR VENT THROUGH ROOF Inspection Agency SCALE: ALL PLUMBING BELOW FLOOR LINE AND ABOVE Thlstbc�,ewithMashedas n state °"�°`e NOT TO SCALE FL FLOOR LINE WB WASHER BOX STAND PIPE with es and the state Codes and the National CEILING LINE ON FIRST FLOOR TO BE SUPPLIED FV 2" BASEMENT FUTURE VENT WC WATER CLOSET El ct.cal AND INSTALLED ONSITE BY OTHERS. Approved ay SHEET N0. KS KITCHEN SINK WOP WASHER OVERFLOW PAN Date LAV LAVATORY WP WHIRLPOOL TUB Appreval of onhis tlocumem does hot auNortemems of any omission or tleviation hom the requirements of applicable State Laws. C V E E T P.O. BOX 9000 R1E. 121 OXFORD, ME 04270 D. BUILDING INFORMATION: A. MANUFACTURER INFORMATION: F. EXTERIOR ENVELOPE THERMAL PERFORMANCE INFORMATION TEL: (207).539-8883 MAILING ADDRESS: P.O. BOX 9000 BUILDER: WILLIAMS BUILDING CO. FAX: (207) 539-4446 OXFORD, ME. 04270 ELEMENT CODE REQUIREMENT ACTUALS MANUFACTURING PLANT ADDRESS: RTE 121 OXFORD, BUILDER'S ADDRESS: P.O. BOX 272 DWG NO.: ME. 04270 CITY, STATE,'ZIP: YARMOUTHPORT, MASS 02675 WALL 08 .05 KIM 2887 EXPIRATION DATE OF CURRENT CERTIFICATION: APRIL 30th, 2005 FLOOR .05 .05+ LAYER NAME: RHODE ISLAND BUILDER'S LIC. # MANUFACTURER STATE CERTIFICATION NUMBER: MAINE: MF70000112 ROOF/CEILING .033 .026 COVER PROJECT LOCATION: LOT #3 COCHESET DR., MARSTONS MILLS, MA NEW HAMPSHIRE: M9308019- MODEL DESIGNATION: 16' 22' X 38' CUSTOM EXPANDABLE COLONIAL DOORS .16 STYLE:22t X 38' __ .. - . -__ .: _ 1 0o s WINDOWS - .... `.87 .. . �- :33 -.._. VERMONT: 50171 USE GROUP: R-4 CONSTRUCTION CLASSIFICATION: 5-B CUSTOM EXPANDALBE CONNECTICUT: N/A AREA: . 1ST FLOOR: 716 2ND FLOOR: N/A 3RD FLOOR: N/A FOUNDATIONS10 N/A COLONIAL RHODE ISLAND: Y9588 VOLUME OF ENCLOSED SPACE: 5728 CUBIC FEET DEALER: MASSACHUSETTS: MCS#137 HEIGHT ABOVE SILL: 25-0" STORIES: 2 G. LOCATIONS OF INFORMATION LABELS: WILLIAMS BLDG. CO. UNFINISHED 2ND FLOOR CUSTOMER: B. THIRD PARTY INSPECTION AGENCY INFORMATION: DATA PLATE: ONE PER DWELLING (SEE FLOOR PLAN) 0 HOUSING LAND TRUST 3RD PARTY INSPECTION AGENCY: T.R. ARNOLD &ASSOCIATES, INC. DESIGN OCCUPANCY LOAD: STATE LABEL: ONE PER MODULE (SEE FLOOR PLAN) .C-BOX LABEL (MA, N.H., CT, R.I.) LOCATED IN DATE: 3RD PARTY INSPECTION AGENCY AUTHORIZATION: I.A. #03 1ST FLOOR:N/A 2ND FLOOR:N/A 3RD FLOOR:N/A KITCHEN SINK 7-20-04 TRA LABEL: . ONE PER MODULE (SEE FLOOR PLAN) IN B—BOX AGENCY AUTHORIZATION EXPIRATION DATE: APRIL 30th, 2005 SPECIAL SYSTEMS: FIRE ALARM TYPE: SMOKE DETECTORS U.L. 217-77 (ME, VT) DRAWN BY: FIRE SUPPRESSION SYSTEM: N/A H. ATTIC VENTILATION: KIERSTEN KEISER INDUSTRIES CERTIFIES THAT THIS DOCUMENT CONFORMS WITH THE s SYSTEMS APPROVALS AND SPECIFICATIONS APPROV BY T.R.A. AND IS IN (OTHER) : WHEN FLOOR AREA EXCEEDS 1200 S.F. REQUIRED: (1) SO. FT. PER (300) SQ. FT. OF CEILING AREA. CHECKED BY: COMPLIANCE WITH THE FOLLOWING STATE CODES: ME NH, VT, RI, MA, CT. KC (2) U.L. 217-77 SMOKE DETECTORS ARE REQ'D. (RHODE ISLAND ONLY) ACTUAL: 764 SQ. FT. CEILING AREA C. INDEX OF INFORMATION: 2.54 SQ. FT. VENTILATION REQUIRED CODES: DESIGN LIVE LOADS: WALLS: 21PSF ROOF: 25 PSF 1ST FLOOR: 40 PSF 3.23 SQ. FT. PROVIDED AT EAVES. (6.2 SQ IN. PER LIN. FT.) MASS STATE BLDG CODE TOTAL NUMBER OF SHEETS IN EACH SET: ARSTONS MILLS, M 2ND FLOOR: 30 PSF(CAPE / COLONIAL) N/A (RANCH) N A SQ. FT. PROVIDED AT GABLE ENDS- 54 SQ. IN. PER END SIXTH EDITION 3RD FLOOR: N/A CORRIDORS: N/A / ( ) DWG/PG# DESCRIPTION DWG. DATE REV. DATE ZONE #1 STAIRS: 100 PSF(CAPE / COLONIALS) N/A (RANCH) 4.69 SQ. FT. PROVIVED AT RIDGE. (18 SQ. IN. PER LIN. FT.) REVISIONS 1 COVER SHEET 7-20-04 Pf = 25 PSF WIND HORIZONTAL: 90 MPH TOTAL: 8.02 SO. FT. PROVIDED 2 1ST FLOOR PLAN 6-28-04 INTERIOR WALLS: 5 PSF DATE ITEM 2A 2ND FLOOR PLAN 6-28-04 3 ELEVATIONS 6-28-04 SEISMIC HAZARD EXPOSURE GROUP #1 4 FOUNDATION PLAN 6-28-04 SPECIAL USE PROVISIONS: NOT TO BE BUILT WITHIN FIRE UNIT LIMITS 4A BASEMENT STAIR PLAN 6-29-04 MUST BE LOCATED 6' FROM LOT LINE 5 1ST FLR ELECTRICAL PLAN 6-29-04 E. HEATING SYSTEM INFORMATION: T.R.ARNOLD&ASSOCIATES,INC. 6 1ST FLR HEAT PLAN 6-29-04 SYSTEM TYPE: HYDRONIC BASEBOARD, ELECTRIC BASEBOARD, FORCED HOT AIR P.O.Lart,I 461 Elkhart,W 46515 7 CONSTRUCTION DATA & REFERENCE SHEET 6-29-04 RADIANT HEAT Commonwealth of Massachusetts 8- CROS6.SE:CTI.ON- 7-1-04 Accredited Evaluation and 8A ROOF CROSS SECTION 6-30-04 FUEL:-'ELECTRIC, NATURAL, LPG, OIL OTHER THAN ELECTRIC•HEAT-MASONRY "''lnspection'Agency 8B CONNECTION DETAILS 6-30-04 CHIMNEY/VENTING SYSTEM TYPE: CHIMNEY BY BUILDER PER STATE & LOCAL This don,mewihnt is cessac as Ms St In conformance with Massachusetts State Codas end Um National SCALE: 8C OFFSET ROOF CROSS SECTION 6-30-04 BUILDING CODE OR AN APPROVED EQUAL. codEI iwt NOT TO SCALE 9 PLUMBING SCHEMATIC 7-20-04 BASEMENT: Approved By IF HOT WATER BOILER AND/OR WATER HEATER ARE INSTALLED IN BASEMENT, Date JUL 26 ove SHEET N0. THEN EITHER BASEMENT FOUNDATION WALLS MUST BE INSTALLED PER e°°re�l���sda�^tdasroherequir o,antS or f any omisslon or deviation from the requirements of STATE & LOCAL BUILDING CODE, OR THE BELOW THE FLOOR WATER LINES applicable State Lows. ^ MUST BE INSULATED PER STATE & LOCAL BUILDING CODE. INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD. NE 04270 TELE (207) 539-8883 FAX: (207)539-4446 16'-0" e'-o• a'-o• > DWG N0. PAR3660SH KI M 2887 I GOTO VIEW: o 1SUBMTL kew142765 itp DINING ROOM U o DATE: 0 6/28/04 0 C-BOX" TL=250 PLF C-BOX o (1) 1 1/2' X 9 1/4°LVL(1.8E) MAX SPAN = 11'-7' TL= 342 PLF B-BOX Z BATH 1 o a —J �- T � N IMAX (2) 1 1/2"X 9 1/4° LVL FL M SPAN= 13'-2° ® e ~ O o DOWN TO » u �— EASERAENT Nev=i85996 n o z C - KITCHEN z - o 9'U1'-7' J' RECIRCILAENG ' CHARCOAL R-HOOD u 1 ao ----a - -- - -- --- - a _ DRAWN BY: 3'-10' u- - p e1s eec3c UP ro fx2 s�e� i�� -2ndFLOOR W3615 w3330 q301 M Sg w3a3o VC2430 " post w/uu�1 CLEARSPANJ FOR HELP CALL: 2 TL=342 PLF E.S. ext. 152 I CI (2) 2X10 SPF #2 » » aea 21.667 n MAX SPAN = 8'-8' A-BOX q1/4' REVISIONS FOYERDATE ITEM LIVING ROOM -O-x6'-83'-3' a 5-3 3/4° 1 = 600 PLF (2) 2X10 COVERED PORCH T.P-ARNOLD&ASSOCIATES,INC. P.O.Box 1081 EDEhad,IN 46515 Commonwealth of Massachusetts PAR3660SH PAR3660SH Accredited Evaluation and -0' •• 6'-7' 4`-5'�. _. _ Inspection Agency - > 14'-0" This document is certified as being in conformance with Massachusetts.State SCALE: } < 22'-0" Codes and the Nitional /1 6»— ,—O» El c ical o Approved By Date JUL4 26 SHEET NO. • Approval of this document does not atatm i:e or approve any omission or deviation from the requirements of ' applicable state Laws. / ' INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD.ME 04270 TEIF: (207)539-88a3 FAX (207)539-4448 16,4 DWG NO. 66 a'- KIM 2887 PAR3660SH GOTO VIEW: 2SUBMTL BEDROOM 3 DATE: - A Ao 6/28/04 6' oa s-o• s-o• z _ T PAR3660SH 2/6-INT 2/6-INT Q_ I _ ----------------- WARDROBE (S&R)- - - Q M I- C O d I- O11 � J 1 I I DOWN M To 7 BEDROOM 2 o v�1 a N 3,_r / 2/6-INT J-lo DRAWN BY: HALL _ e MS WALK-IN a �� BATH 2 El WARDROBE <; FOR HELP CALL: Z I cV - ext. 152 ------------- N REVISIONS AT➢C I DATE ITEM ACCESS I. 2/6-INT L___J BEDROOM 3 •_ W z � o 0 3 T.R.ARNOLD ffi ASSOCIATES,INC. P.O.Box 1081 Elkhart,IN 46515 Commonwealth of Massachusetts PAR36605H PAR3660SH PAR3660SH Accredited Evaluation and f _ Inspection Agency'� - 22'-0• This document is certified as being in conformance with Massachusetts State SCALE. + Codes and the National 3/1 6 tt=1'—0" EI c tal o Approved ey SHEET NO. PROPOSED 2ND FLOOR PLAN Date JUL 2 Approval of this dmc rd does rot authorize orapp— aay cmissioa or deviation from the requlrelnents of 2 A - applicable state Laars. a90CEJq E INDUSTRIES INC. 'MIN.'235#SELF-SEALING P.OXFORD,ME 04270121 SHINGLES DECORATIVE 18'ARCHED CONT.RIDGE VENTING DECORATIVE (207) 539-SS83 18 SO.INCHES PER UN. FOOT LOUVERED GABLE VENT E-12 ae FAX: (207)539-44 MAIN 18 VENT DWG N0. KIM 2887 LAYER NAME: ELEV ® ® DATE: CONT.VINYL SOFFIT 6/28/04 6.2.%INCHES/LIN.FOOT VINYL SIDING / V J H CD LLLEJ _ Q 0 LL_ 0 0 0 � L�1 . LU In 1L O W FEET END ELEVATION FRONT ELEVATION w w C�— 0 c� o Lu z cv TERMINAIIMAIN NON Z w O DRAWN BY: MaN m MS NTun z —I U FOR HELP CALL: 12 6 ext. 152 �- Qa ~ (-n VI I N w O U .O z RE S 0 S w AT wOzU DATE ITEM FM U P.O.P ARNOASSOCIATES,INC. P. Box 1081 Elkhart,IN 46515 —fl Commonwealth of Massachusetts Accredited Evaluation and .:. ..., Inspection..,Agency . This document is certified as being In conformance SCALE: C/�A I E. with Massachusetts State .J l�11 L Codes and the National -- .c .cal o NO SCALE RIGHT END ELEVATION 0 N Approved ay ESE REAR ELEVATION ' Date SHEET NO. JUL Approval of this documem does not authodZe or approve any orrisslon or deviation f o the requirements of - - - _ applicable state laws. NOTE: REFER TO BUILDERS REFERENCE MANUAL FOR DETAILS AND SPECIFICATIONS. INDUSTRIES INC. THIS PLAN CAN BE USED FOR FINAL CONSTRUCTION. — (6/28/04) P.O.XFORD. ME 0427012' TELE: (207)539-8883 FAX (207)539-4446 6'-0° I --———————----- - 1 (TYP. MASS) -- - --' DWG NO. _ KIM 2887 16'xIO" \ I -3000 PSI CONCRETE FOOTING 5 I BELOW FROST LINE k I LAYER NAME: FOUND o I I o I ; o DATE: 6/28/04 4-8 -- -5-8 5'-8° I --— ——————— — I ----- a -- -- - ----- - - ---- - -- -- ------ - - -- -- - ---- - -- - ------- _ FLOOR GIRDER — BEAM.BUILT INTO MODULE FLOOR I Q SYSTEM I I I BASEMENT I STAIRWELL I I APPROX. `n I LOCATION. =' I SEE SHEET I 4a WHEN 3 1/2"CONCRE LED I =' C)� I STEEL LALLY C UMN TH r I 10" TYP. FOUNDATION BUILDING ^� I BASEMENT I 6°z6"STEEL B INCAR ALES. WALL THICKNESS I STAIRS I TYP. MASS I I I - 8 � _—-=7----- — ----- - ---- - -- � DRAWN BY: MS I --——————— I y I FOR HELP CALL: 9 1 I T.R.ARNOLD&ASSOCIATES,INC. ext. 152 CONT. ST FOOTING 1 P.O.Box 1091 L 3000 PSI C CRETE FOOTING Elkhart,IN asses REVISIONS I I Commonwealth of Massachusetts I I Accredited Evaluation and DATE ITEM I �- I �, Inspection Agency ————— — — ———- oo This document is certified as being in conformance s -,..� with Massachusetts State Codes and the National 1 I El cal o I I APProv44— ad By I 'o I Date JUL26 `D I ■taxi FIER ROOK 00 C1 nay I Appro"al of this document does not authorize or approve . I BAY1R/1 9AQS. ALL 110011 OR fOUOARd1 any omission or deviation from the requirements of IMUT x IEtuWm PER CODE a ND fd AM ON STE BY 011ER5 70 RIrOOGm applicable state Laws. 1——— ————— ——— —— ——— — ——i 8'-0° 14'-0" SCALE: NO IE: 1.) FOUNDATION DESIGN AS SHOWN-ONLY SUGGESTIVE, ACTUAL 2.) FOUNDATION HAS BEEN APPROVED FOR SUPPORT PLACEMENT 3.) FIREPLACE C.C. TO BE SIZED FOUNDATION DESIGN SHALL BE BASED ON LOCAL SOIL CONDITIONS ONLY. TIE DOWN, VENTILATION, ACCESS, AND FOUNDATION DESIGN BY GENERAL CONTRACTOR. SHEET NO: AND IN ACCORDANCE WITH LOCAL REQUIREMENTS. SUBJECT TO LOCAL CODE OFFICIAL INSPECTION. 4.) 3000 PSF. SOIL BEARING CAPACITY. 5.) CONCRETE COMPRESSIVE STRENGTH 3000 PSI. CAPACITY. 4 I INDUSTRIES INC. P.O. BOX 9000 RM 121 FOUNDATION PRINT04270 OXFORD,ME 9—BS TELE: (207 539-8883 FAX (207)539—,"" MATR' LS ' FIGURED FOR STRINGERS TOTAL RISE = 101 1/2" FLOOR FRAMING DWG NO. REFERENCE ONLY KIM 2887 STRINGERS 2x12 SPF W/2 12 RISERS 1 13/16" FOR TYP. BASEMENT STAIRS GOTOVIEW: TREADS 2x12 SPF W12 I RISERS 1 3/� FOUND DATE: RISERS112 PLY / T.IZ.MINOID&ASSOCIATES,nvC. 6/29/04 P.O.Box 1081 Elkhart,IN 46515 Commonwealth of Massachusetts Q C� Accredited Evaluation and 13'-8n Inspection Agency Q This document is certified as being in Conformance ^ Q with Massachusetts StateI-- / Codes and the National El ct ical o / 3t- Olt Approved By z Date JULW / - Approval of this docomant does not authorize or approve �— Q any omission or deviation from the requirements of FIRST RISE applicable State tewa. _ 7 1.3 16" 10 cry ' � m 2x10 FLOOR JOISTS i `i 2x10 FLOOR JOISTS - FIRE 2X6: ; O ° RE STOP I-- DRAWN BY: MC/MS Q I COMMON RISE U FOR HELP CALL: 7 13/1 EXT. 159 152 RUN N v REVISIONS NOSING N DATE ITEM o d 10" TYP: 1 1/4" `n Q 0 FOUNDATIDN WALL — TREAD DEPTH I r` 10 1/4" " ICJ "B—BOX" >> » a, 1� e: A—BOX LAST RISE SCALE: SHEET NO. L 4A aUD � UG� INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, NE 04270 TELE: (207) 539—ssw FAX: (207)539—"" r DWG NO. KIM 2887 fo ' / 2 2 ' X 8 ' DINING ROOM GOTO VIEW: 3 meaeR DATE: CUSTOM( EXPANDABLE. "C—BOX" � � 6/29/04 0 /� 15 COLONIAL BATH 4 � FL ro&lglfXl � U a-uy 9af01 ———— S/ DOWN TO 21 r - �_- - - 6 U on 1` KITCHEN ;--- W 12 ro s.Lglwll � . --- -----➢_-- 5 wa¢x1t a - � _ 1 DRAWN BY PHOM TA MS 10 ata RR FOR HELP CALL: CRYSTAL w DESjTION OF CIRCUITS � LIVING ROOM 10 REVISIONS. NO. SEMW VOLT w-E a1R s s 1 DATE ITEM FC r IS IOT 0 14- 1 6 T REC 1 ,-2 13 IGE r2 ,s 1 "A—BOX" 0 13 a W131, 1 -2 1 711 COVERED PORCH 14 SIM DMTaa Afa I 1r 1s 15 CINNG•REC 17n I1-2I 70 BATk RIC n I- sr . T.R.ARNOLD&ASSOCIATES,INC. s 2 114 EIFLIBGL � � mxdars m 2nd ROOK � P.O.Box 1081 a ry Elkhart,IN 46515 o Commonwealth of Massachusetts Accredited Evaluation and "inspection Agency This document is certified as being in conformance SCALE: with Massarh!,cans State - - - - Codes and the National 3/16"=1'-0" Erwl o Approved By SHEET NO. r Date U L 26 Approval of Nis document does not awhorize-.Pp.- any ' omission or deviation from the requirements of applicable State laws. . U f INDUSTRIES INC. P.O. BOX 9000 RTE. 121 7 HYD B.B. 6 HYD --------------- ---------B.B.---- OXFORO, ME 04270 3850 BTUH 3300 BTUH TELL (207)539-8883 FAX: (207)539-4446 W � Co LLJ DWG NO. DINING ROOM KIM 2887 m io COTO VIEW: _ I _ HEAT w ¢ 4J o m DATE: 6 29 04 � Z m w Cn a tri W CD N Z w p w ¢ O m= O to m N O � ,- CD z o � O y BATH 1 = o Q w o I.o = � a °�' c� Q_ Q Uj J N .p O O t� __-_- O ' Z J Z Z W 00 � •C Le C to _____ O ¢ O Cl- J O L c ..•-, c o — 15 DOWN TO o CD CD � E-AAETv11 NT U ¢ z N = -oIDa o --- - — w o w "' o Q E a - KITCHEN W O to J O ~ L o CO Q O a- I m = c Q CO I m m "B-BOX" --- --- co --- o a,U) Cn o z tri s N Q m DRAWN BY: � CDr-� �o � � a EW Y MSo� z O O FOR HELP CALL: ¢ N C.n "0 Op p M cii w z ) _- - = �, ext. 152 U-) w ¢ C ¢ o D CQ o o Q REVISIONS moo Imo, c_ o o _O O oo IZ f= w a c T U fzWW X ¢ out aci "—' U 3- E DATE ITEM ZM Cl- cn w <n (3.) CDCn ¢ a-- z O 0 to rn E jto � U >- CO O Cn i— .� t CO CD co W FOYER m w I— oc O _= Io _N z � " O —i _ Z O J Zp J 2' i Of II W Nl-- ¢ J 0 z z W T.R.ARNOLD&ASSOCIATES,INC. Cn OfO - COP.O.Box1091 LIVING ROOM i Of `� ~ O v j Elkhart,IN 46515 I p o F— Of Commonwealth of Massachusetts C6 O .o w Accredited Evaluation and to - I = Cn cc) cri = m —, m O m > r— Inspection Agency ��p_po�/�� a O This document is certified as being in conformance /1 D /� C5 �-' ¢ '— '_ h— ¢ J With Massarhllsetts Suite. <.D '� I SCALE: o Codes and the National Z N El c 'cal o i1/4 _,. % Approved By COVERED PORCH ' F Date JUL 6 6' HYD B.B. 5' HYD B.B. SHEET N0. Approval of this di a ftt does not authorize or approve } any omission or deviation from am requkemenis of 3300 BTUH 2750 BTUH applicable Siam Laws. FEEDER &NEUTRAL LOAD DOOR SCHEDULE PARADIGM WINDOW SCHEDULE STD. WINDOWS a ( ) INDUSTRIES INC. FUGHRNG AND SMALL APPLIANCE HOT WATER BASEBOARD CODES WIDTH FfEI(fHT THK TYPE MFGR. REMARK WINDOW CALL S1 UNIT SZE ROUGH OPENING TYPE LIGHTS .FT. VENT .FT. .FT. P.O.BOX 9000 RTE. 121 1 3'-0' 6'-i° 1 3 4' INSU 1HERMA TRU OR PAR2637 26'X 37' SINGLE HUNG 4.73 2.19 6.68 OXFORD,ME 04270 SMALL A TOTAL FLOOR5C AREA= 1480 X 3= 4440 VA 2 2'-8" 6'-8' 1 3 4" INSUL CORE THERMA TRU EXTERIOR PAR3037 30"X 37' SINGLE HUNG 5.60 7-59 7.71 TELE. (207)539-8883 1.)LAUNDRY. APPLIANCE: 5 CIRCUITS X 1500= 150p VA 3 :3'-0' 6'-8' 1 3 4' INSUL CORE THERMA TRII SIN(XE S PAR 66 35 1 2'X 65 1 r 36"X 66' SINGLE HUNG 13.29 6.42 16.50 FAX: (207)539-4446 3.)LAUNDRY: 1 CIRCUIT X 1500=1500VA 4 3'-0" G-8' 4" COR 1H MA Xi BL S PAR3 66 31 1 r X 651 2' 3 66' SIN HUNG 11.61 5.63 14.66 1st 3000VA 0100%= 3000 VA 5 3-0" 6'-8' 1 3 4' STEEL I THERMA TRU FlREDOOR PAR34 1 33 1 2"X 401 2' 34-X 41' 7.30 .40 9.68 DWG N 0. REMAINDER @ 35%= 3654 VA 6 2'-8' 6'-8' 1 3 4' L THERMA TRU REDOOR PAR3636 351 2'X 351 2' 36'X 36" SINGLE HUNG 6.70 3.01 9.00 TOTAL= 6654 VA 7 3'-D" 6'-8' 1 3 8 HOLLOW C WOODGRAIN PASSAGE PAR3449 3a'X 49' SIN HUNG 8.95 4.24 11. KIM 2887 B -8' 6'-8' 1 3 8' HOLLOW CORE WOODGRAIN PASSAGE PAR3660 59 1 . SINGLE HUNG 11.91 5.15 15.00 LINE A NEUTRAL LINE B '-6' 6'-8" .1 8" W AIN A A CI836-2 35 X 35 1 2" 3512'X J6' C M T &0 1 5.98 1 9.00 LIGHTING AND SMALL APPLIANCE: VA 240=AMPERES= 27.7 27.7 27.7 10 1'-10' 6"4 1 3 B' HOLLOW CORE WOODGRAIN I PAR3652 35 1 2"X 51 1 2' 36'X 52" DBL HUNG 9.0 4.37 13.0o LAYER NAME: BEATING AND COOLING 7.1 Ti 0 11 1'-4' 6'-tT' 1 3 8' HOLLOW CORE Wt70DGRAIN PASSAGE PAR2637 51 1 26'X 37" HUNG 3..0 t.37 DATA 1)FURNACE BLOWER _D_ �_ 0 1 3'-0" 6-8" 1 3 11' USH AIN ASSA PAR3037 DBL HUNG 2)HEATING ITIONERT �_ _� �- 13 T-8" 6'-B' 1 3 8' SH SO WOOMI2AIN PASSAGE 1 X 65 1 36"X 6' 11 587 3)AIR CONDITIONER 0 0 0 14 -6' 6- 1 8' AU so AIN PASSAGE PAR3266 3 X 66 DBL HUNG 10.20 5.10 DATE: 15 1'-10" 6-8" 1 3 8" FLUSH WOODGRAN PASSAGE PAR3441 33 1 .X 40 112 34' 41' OBL HUNG 1 6.32 LARGEST fAN(S)-ADD 257 0 2.4 2.4 16 1'-4' 6'-8' 1 6' FLUSH PEACHTR IN GLASS 351 2'X 35 1 2' 36 X 36 DBL HUNG 5.78 7-68 6/29/04 APPLIANCE LOADING 17 6'-0' 6'-I3" 1 3 4' SLI CH NSO PAR349 I v OB HUNG 11.57 6'-8" 1 3 4' 1 R PEACHTREE NSUL CORE PAR3672 1 35 1 "X 1 36'X 72' DBL HUNG 13.04 6.50 MOD 1)EXHAUST FAN 16 16 a 19 6'-0' 6'-8' 1 3 4' 1 PATIO SWINGER THERMA-TRU INSUL CORE EA36F 36'X 54 1 4' EXTEN ED ARCH 9.8 13.68 2)WATER HEATER 18_8 0 18� O 6'-0' 6'-8' 1 3 4" SB1NCER THERMA-TRU 1 INSU E A 4 48"X 4 AWNING 5.11 5.17 800 3)DISHWASHER 0 9_0 Q 21 6'-0' 6'-8" 1 3 4' SWINGER WOODGRAIN BI-FOLD C3024 30"X 24' CASEMENT 29 286 5.00 4)DISPOSAL ` 0 �0 _ .._ ..- -_.... - 2 5'-0' 6'-8' 1 3 8" 6 PAN PNE GRAIN BI-F HR3015 30'X 15 1.4' 1 2 ROUND 1.41 --- 3175 f- 4)MICROWAVE 0 6_0 6.0 23 5'-Y 6'-8" 1 3 8' 6 PAN MASONITE WOODGRAIN SLIDER NOTE SAFETY IXAZING TO BE PRONGED FOR YNOWS'IN HAZARDOUS LOCATIONS 24 5'-0' 6'-B" 1 3 8" 6 PANEL PINE WOODGR2 SLIDER NOTE IWNDOWS ARE NFRC RATED TOTAL APPLIANCE-AMP X.75 N1TH APPLIANCES 221 16.2 22.4 5 5'-0" 6'-8" 1 3 ' 6 P M SONI N I- CLOTHING DRYER 23.3 16.3 23.3 26 4'-0" 6'-8' 1 3 8" 6 PANEL PINE NOODGRAIN BI-FOLD RANGE 33.3 23.3 33.3 27 4'-O' 6'-B' 1 3 8' 6 PAN MASONITE WOODGRAIN BI-FOED I (f) 28 4'-0' 6'-Er 1 3 8' 6 PANEL PINE WOODGRNN SLIDER SERVICE CONDUiOR AMPACTY(TOTAL)= 113.5 93.0 1t}9.1 29 4'-0" 6'4 1 1 3 8" 16 PAN MASONITE WOODG RAIN SLIDER USING 200 AMP SERVICE LIGHT & VENT SCHEDULE F- ROOM FLOOR GLASS %OF AR11F- VENT %OF ARTIF- 0 AREA AREA FLOOR LIGHT AREA FLOOR VENT LIVING ROOM 169 32 19 16 9 KITCHEN 186 12 6 240 W 9 5 160 CFM DESCRIPTION OF CIRCUITS DINING ROOM. 143 44 31 21 15 BREAKFAST XX Xz XX XX XX NO. SERVING VOLT WIRE AMP BEDROOM XX XX xX XX XX 1 UV RM FOYER LTSREC 120 14-2 15 BEDROOM 2 xz XX zz XX XX FLOOR PLAN SYMBOL LEGEND DRAWN BY: 4 KITCHEN BATH DININGLTS 120 14-2 15 BEDROOM #3 XX XX XX XX XX IMS ' 5 KITCHEN REC 120 12-2 20 BEDROOM 4 XX XX XX XX xX C.C. CHIMNEY CHASE LOCATION. 2" MIN. CLEARANCE TO COMBUSTIBLES FOR s KITCHEN REC 120 t2-2 20 120 W 70 CFM CHIMNEY. FIRE STOPPING MUST BE INSTALLED ON SITE BY OTHERS SUBJECT 7 BOIL CHECKED BY: ER 120 t4-2 15 BATH 2 ---- 120 W 70 CFM TO LOCAL CODE OFFICAL, HAVING JURISDICTION, INSPECTIONS. 10 RANGE 240 8-3 40 1 BATH #3 ---- 11 120 W 70 CFM 12 DISHWASHER 120 12-2 20 1 HALL XX I XX I XX XX Xx C.- CLOSET WITH SHELF AND ROD 13 REFER. 120 12-2 10 DEN STUDY XX Xx XX 14 SMOKED CTORS AFq XX Xx L. - LINEN CLOSET WITH (3) SHELVES REVISIONS 1 0 14-2 t5 FOYER 22 XX Xx 21 94 15 DINING RFC 120 12-2 20 FAMILY ROOM XX XX XX pl S.W. - STAIRWELL DATE ITEM 21 BATH REC GFl 120 12-2 20 EXERCISE ROOM XX XX XX XX XX W.C. - WATER CLOSET - DEMAND LIMIT MAX. 1.6 GALLONS PER FLUSH (MASS.) snQ- SMOKE DETECTOR LOCATION - .STATE AND TRA INSIGNIA LOCATIONS G - DATA PLATE LOCATION ELECTRICAL SYMBOL LEGEND -Cc DUPLEX RECEPTACLES BUILDER REFERANCE MANUAL PAGE INFORMATION © JUNCTION BOX Q FOUR WAY SWITCHT.R.ARNOLD&ASSOCIATES,INC. GROUND FAULT RECEPTACLE 1HERMosrar P.O.Box 1081 OO SECTION 6 PAGE ` ® DOUBLE GANG 4-WAY/SINGLE SWITCH Elkhart,IN 46515 ' GROUND FAULT PROTECTED REC. + PADDLE FAN Commonwealth of Massachusetts 25_27 0 TRIPLE GANG 3-WAY/SINGLE/SINGLE A. FOUNDATION- SWITCHED RECEPTACLE Accredited Evaluation and Fs ARE SAFETY SWITCH B.- RANCH- - 28-30 - RECES�D LIGHT O Inspection Agency RANGE/DRYER RECEPTACLE ® HEAT/FAN/LIGHT This document is certified as vein C. RAISED RANCH- 31-34 It PHONE JACK wfLh Massachusetts ta�conlormance D. CAPE (AND DORMERS)-. 35-41 SCALE: WATERPROOF CFI RECEPTACLE }�� FLLUNESCEN T u TELEVISION codes and the National ® U.L APPROVED SMOKE DETECTOR 70 CFM.FAN/UGHT COMBO EXT.EXH. ® PApm BOX E oa! E. GAMBREL (AND DORMERS)- 42-46 NO SCALE OO EPL"Mm COMPACTABLE PHOTO.ELEC.DETECTOR(MASS.) O SINGLE POLE SWITCH Approved By F. SALT-BOX (AND DORMERS)- 40-41, 47-50 B H.TO EXT. �� WIRE IN WALL OR PARTITION RANGE HOOD 160 CFM.EX G. EXPANDABLE COLONIAL- 51-54 © DOUBLE GANG SW1TCHES Date 1uL z WIRE IN CEILING NO. CEILING OR FLOOR Approvaiofthisdaamnntdoesnotaotharizeorapprove H. 4-BOX COLONIAL- 51-54 WALL MOUNTED INCANDESCENT LIGHT /s DOUBLE GANG 3-WAY/SINGLE SWITCH A', THREE WIRE any omfsslon or deviation tram the regWm,nems of I. OPTIONAL ROOF PITCHES- 55-59 SURFACE MOUNTED INCANDESCENT LIGHT ® TIHE WAY SWITCH applicable seta haws. HOME RUN TO PANEL BOX J. ELECTRICAL- 60-63 - K. PLUMBING- 64-71 L Wr4U q INDUSTRIES INC. P.O.BOX 9000 RTE. 121 DETAIL — 3 — — OXFORD, ME 04270 \. TELE: (207)539-8883 1^ ?��L FAX: (207)539-4446 L A ROOF RAFTER DESIGNED TO: 40 PSF LIVE LOAD DWG NO. \A \ po UNIFORM ATTIC: 20 PSF LIVE LOAD KIM 2887 S® �6 �X8#S UNIFORM FLOOR 40 SA : PSF LIVE LOAD _ _ \F m LAYER NAME: EZpF��`' �PF� Q4or� tip SECTION el ® , m DATE: Z h RN-SITE INSULDRIERS q� NOTE: ATTIC AREA IS NOT TO BE 7-1-04 0 < -- ON BYDTHERS 9-\ MADE HABITABLE, AND IS ONLY ^^ r r f�'` DESIGNED FOR 20 PSF LIVE LOAD. '-- -p ._ t r>.i/ i"ON SITE"•INSTALL 2.7 r� LATERAL BRACE LENGTH OF � `.. IROOF ON TOP OF=AR TIES) 2X8X21'-10" ONE PIECE COLLAR TIES � O vJ �,10V I AND NAIL w/(2)10d NAXS®I ID 1�2. PANELIZED EXTERIOR WALLS O � O > EACH COLLAR TIE.(16"nc)—, - L_L.J AND ROOF SECTIONS COMPLETED J p �� 2 x 6 SPF STUD GRADE. R-19 ON SITE � r� m b EXTERIOR WALL STUDS BY OTHERS ON SITE BY BUILDER OR W U DETAIL — 2 - N m I @ 24"o.c. INSTALLATION CREW N W I ti L�I Cl) = Z= R-19 ON SITE BY OTHERS i ti _ <� DETAIL - i of Q Q .� 1 NOTE: (1) 2X8 COLLAR TIES REQ MIN �C�1 CV o,n o I•_q- Q z P : I �-s�s" ADVANTECH CLIP ENDS AS SHED DORMERS DUE. v o i Iz CC) ' x x 10 � 2 SPF J ISTS ® 16"o.c. 11 w R-19 FACTORY INST. 2 (2) HOLD LENGTH OF TIES 1 SHORT 00 i E.S. FROM FRAME LINE TO ALLOW DRAWN BY: 22'tO' KIERSTEN PROPER CLEARANCE. i R-19 FACTORY INST. COMPLETED AT I PRODUCTION FACILITY FOR HELP CALL: 2 x 6 SPF STUD GRADE EXTERIOR WALL STUDS (3) TOP PLATE OF WALLS TO BE j R-19 FACTORY INST.I @ t6"o.c. LAID-OUT AND MARKED AT FACTORY REVISIONS FOR ON SITE INSTALLATION OF DATE ITEM �-- s/$" ADVANTECH COLLAR TIES PRIOR TO FLY—ON i i ROOF PANELS., (1)2X10 PERIMETER JOIST 12 SPF OR BTR. 2 x 10 # 2 SPF hOOR JOISTS ® 16"O.C. 10' MASS TYP. I 2x6 ARE TRUTED su WALL THICKNESS BY on1ERs I 1/2'KNOR BMTS B'4 ac I ALSO MINN It O OITSOE cNDOF � AL S It OF IIII- COMPLETED ON—SITE NO FLOOR INSULATION IS REQUIRED IN THE I � END OF MOItl0UA1 SILL IQYBERS FIRST FLOOR OVER CONDITIONED BASEMENT SPACES BY BUILDER T.R.ARNOLD&ASSOCIATES,INC. ALL FLOOR OR FOUNDATION INSULATION REQUIRED I III IIII P.O.Box 1081 -I II I`II I. PER CODE IS TO BE PROMOED AND INSTALLED ON SITE BY OTHERS I —111 M Etklud,IN 46515 _=1II�1lIII= . I 1�I1=IIII- .,DRAINAGE L SOL — IIII-IIII i IIIIIII I IIIiI Co Accredited l Evalth ofuat onassacandetts REO.PER CODE -111L=—IIIIIII—'': ' IOR aXlc aNCRErE IIII=IIII-1 III=IIII-IlI��� FOOMBuroWFROST Inspection Agency - '11=IIII=11)�1- Ul$ON-91E BY ORtRi I m - - a IIII III(— This document is certified as being in conformance IIII_III IIII . �91[TO VMY OY LOGAL I Tf=IEl1—II Ifj „NLH f,,essa«ii aLtA SLata SCALE: Sot CPNOI Ob i 1 Il POLIEIHTID E G4QIb C04flt -i 11I-I » , " COMPACTED FILL �I11=11�1= __> :___'=_=1�I�=1�1 codasane�Noational 1/4 =1 —0 PER CODE IIII=TI=� ti==- _ _ - 777777 -I__ = h-1111_IIILIIII_IIII_I111_III I = — :. ,• - PP ed By TYP.DRAINAGE TILE III IIII-IIII-111�111—{III-1�II-IIII=IIII=IIII-IIII-IIII-IIII=1111�IIII-IIII—=___:_Yti. ==�Ii11=1 SHEET NO. L—II�I tlll�l�ll- -IIIL ICI ImillII=�I i II II IMIIIIImI III�NI�I 1111=IIII=111�III I�II� Ilii�- i=i�_IIII_ Date U 26 _IIII=1I ll�I I I—I II�I» - Approval of this documerd does not authorize or approve any omission or deviation from the requirements of ' - appliotde State Lavrs. �g T.R.ARNOLD&ASSOCIATES,INC. INDUSTRIES INC. P.O.Boa 1081 P.O. BOX 9000 RTE. 121 OXFORD,.ME 04270 Elkhart,IN 46515 Commonwealth of Massachusetts TEI.E. (207)539-680 Accredited Evaluation and Fax: (207)539-4446 Inspection Agency This document is certified as being in conformance DWG N 0. with Massachusetts State Codes and the National KIM 2887 DETAIL — 3 t— Elc o ��\ / � ` � Approved By 01 \ Date �uu 2s LAYER NAME: Apymvnt of M docunem does not authofim or appm SECTION ay msion or dlvation fm th re gw anwnbof12 appiame sme taws. DATE: 8 ------- ____j____: 6-30-04 Y 4NO P� o 0. r _ o a 0- M o C) CD N c� C� C� 00 'Z R-38 CLG INSUL. c i ON-SITE BY OTHERS y'O4 _ _---- DRAWN BY: ------ \ KIERSTEN FOR HELP CALL: r "ON SITE" INSTALL 2 x 4 , ----- y,� I LATERAL BRACE LENGTH OF REVISIONS 10 1/ I ROOF ON TOP OF COLLAR TIES I 2 X8 X � '— 1 0'' ONE PIECE COLLAR TIES a I AND NAIL W/(2) 10d NAILS @ DATE ITEM I 10 1/2 EACH COLLAR TIE.(16"ox.) L — — 2 x 6 SPF STUD GRADE n DETAIL - 2 EXTERIOR WALL STUDS @ 24"O.C. 22,_0„ SCALE: If USED FOR PRODUCTION - CHECK CAREFULLY 1/211 -°" R: \—Drawings\JOBS\KIM 2887. aec SHEET N0. 8A t _ UV IJ INDUSTRIES INC. P.O.Box 9000 RM 121 OWORD.ME 04270 2nd. FLOOR 2 x 6 EXT. WALLS 'E`E: (207)539-9883 "ON SITE" FASTEN BOTTOM FAX: (207)539-4446 PLATE OF EXTERIOR WALLS "ON SITE" FASTEN RIDGE FILE NAME: TO THE FLOOR JOISTS WITH FASTEN TOP AND BOTTOM 2x6 BOARD WITH (1) 3/8"x3" LAG FASTEN 2x8 RIDGE BD. KIM 2887 (3) .131 x 3" MECH. FASTENERS PLATES TO WALL STUDS WITH BOLT W/ WASHER OR (2) TO RAFTER WITH (3) OR EQUIV. @ 16"o.c. OR (1) 3/8"x5" (3) .131 x 3" MECH. FASTENERS .131x3" MECH. FSTNR. @ 16"o.c. # 10 x 4" WOOD SCREWS LAYER NAME: LENGTH OF RIDGE OR (4) .131x3" MECH. FSTNR. SECTION LAG BOLT W/WASHER @ , ---:---- -----:_-- 16"o.c. LENGTH OF WALL. J•� 2x8 RAFTER DATE: 6-30-04 CEILING JOIST "ON SITE" INSTALL 2x4x41" (5).131 x 3"MECH. FASTENERS UPPER COLLAR TIE @ 32"o.c. cn Q BAND JOIST TO CEILING JOIST LENGTH OF ROOF, FASTEN EACHt7 z END WITH (4) .131 x 3" MECHANICAL Q 2 x 6 EXT. WALLS FASTENERS OR EQUIVALENT o CDw DETAIL — 1 ( BOTTOM OF WALL DETAIL) - 3 ( RIDGE BD. TO RAFTER & ON SITE FASTENING ) o o t m F-= N Q U � w z z Q z r o x C� w - DRAWN BY: KIERSTEN CHECKED BY: 2 x 8 COLLAR TIE EXT. WALLS REVISIONS 2 x 8 RAFTER DATE ITEM " ON SI TE " FASTEN EACH END OF COLLAR - ,INSTALL (1) 3/8" x 7" LAG BOLT W/ WASHER TIE WITH (6) .131 x 3" MECHANICAL @ 1'-4"o.c. LENGTH OF WALL THROUGH DBL. T.R-ARNOLD&ASSOCIATES,INC. FASTENERS. TOP PLATE INTO SHED RAFTER OR COLLAR P.O.Boxlosl -J TIE END. Elkhart,IN4ssls ' Commonwealth of Massachusetts 2 x 6 SUB FACIA�� (NOTE: LAG BOLT CAN BE ANGLED) Accredited Evaluation and Inspection Agency This document is certified as beingin conformance (3) .131 x 3" MECH. with Massachusetts to TOP. OF WALL codes and the National FASTENERS @EVERY E' t2QLa SCALE: ROOF RAFTER. 2nd. FLOOR 2 x 6 EXT. WALLS Approved By_ _Date U Approval of tl,is doetm,ent does not audrorize or approve any am'ssion w devi-ti from the requimmems of SHEET NO.: DETAIL - 2 ( TOP OF WALL / RAFTER ) ppli"ble State Law 8B INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 TELE. (207) 539-8883 T.R.ARNOLD&ASSOCIATES,INC. FAX, (207)539-4446 P.O.Box 1091 Elkhart,IN 46515 DWG NO. Commonwealth of Massachusetts KIM 2887 Accredited Evaluation and Inspection Agency DETAIL — 3 - This document is certified as being in conformance LAYER NAME: with Massachusetts State Codes and the National SECTION EI c Ical o Approved By ^ _ Date DATE: L Approval of this mission doarnent does Trot authunm or approve 6—30—0 4 \ mry ission or deviation from the requirements of applicable Stare Laws.33.69 0��� \° cis 0 pF� @ ` I ? SA �,oq I o S — R-38 CLG INSUL �S o r Ir— ti ON-SITE BY OTHERS o O- DRAWN BY: KIERSTEN \ ' '� •�� t �•�.. � ��� ,` � '.�\• \ FOR HELP CALL "ON SITE" INSTALL 2 x 4 , I \ REVISIONS LATERAL BRACE LENGTH OF I \ 2X6X15'-10" ONE PIECE COLLAR TIES I ROOF ON TOP OF COLLAR TIES I DATE ITEM 10 1/ L.,AND NAIL W/(2) 10d NAILS ,BEACH COLLAR TIE.(16"o.c.)� 10 1/2` i 2 x 6 SPF STUD GRADE EXTERIOR WALL STUDS DETAIL - 2 @ 24"0.O.C. 16,_6„ SCALE: I F USED FOR PRODUCTION - CHECK CAREFULLY 1/2 -°rr SHEET NO. R: \—Drawings \J0BS 8C m INDUSTRIES INC. - t P.O. BOX 9OW RTE. 121 ABOVE t OXFOW, ME 04270 2 r—0 n 7ELE: (207)539—US3 ROOF FAX: (207)539-44" RE——— — VENT THRU ROOF TO PROPOSED 2nd FLOOR PLUMBING BELOW ROOF �r_Orr DWG NO. 2887 FURNISHED/INSTALLED ON SITE BY OTHERS. CAP FOR FUTURE 2nd. FLOOR 3» LAYER NAME: PLUMBING IF NOT USED IMMEDIATELY. , PLUMB I DATE: T.B.ARNOID ASSOCUTES,]INC. 7—20—04 II> I t P.O.Box 1091lkL Eart,ltN 46515 --------- --- -----�- - --- � Commonwealth of Massachusetts ' Accredited Evaluation and ' Inspection Agency t 1-1/2" PED VENT i This document is certified as being in conformance - I i TO BE CONNECTED with Massachusetts State CLi Codes and the National U TO MAIN VENT BY OTHERS t El 'Cal o --- --r- - - - - - Approved By cm, L1J Q. CL t Date JUL 26 Z Z Apa naval of this docunenI does not authorize or approve _J Q any omission or deviation from the mquiremeros of Z F— Z aPfviicaale 5bte Laws. J Or- o CL cv z N J na i Z EXPANDABLE CAPES/COLONIALS/RAFTERED RANCHES z ALL PLUMBING BELOW FLOOR LINE AND ABOVE _ FL - PED Cn CEILING LINE ON FIRST FLOOR TO BE SUPPLIED CODRAWN BY: _=-��AND INSTALLED ONSlTE BY OTHERS. —��-= " � FL, � W.C. KIERSTEN_ _ `` `` ' FL TFL" EAL : 1-1/2" KS. VENT _ _ _ ' ' FL } ' " FOR HELP TO BE CONNECTED _ y — TO MAIN VENT BY OTHERS REVISIONS i DATE ITEM DASHED LINE PORTION TO BE CL FURNISHED / INSTALLED ON SITE BY OTHERS. - - �-- � �� ➢ LEGEND �tl I BD BIDET PS PEDESTAL SINK KS BT BATH TUB RL ROOF LINE FL D/W CL CEILING LINE S.C. SITE CONNECTION CO CLEAN OUT SHWR SHOWER SCALE: TO MAIN D/W DISHWASHER VTR VENT THROUGH ROOF NOT TO SCALE DRAIN FL FLOOR LINE WB WASHER BOX STAND PIPE SHEET NO. FV 2" BASEMENT FUTURE VENT WC WATER CLOSET KS KITCHEN SINK WOP WASHER OVERFLOW PAN LAV LAVATORY WP WHIRLPOOL TUB 9 COVER 3 � EET uao��4�0�� oaQ. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 A. MANUFACTURER INFORMATION: D. BUILDING INFORMATION: F. EXTERIOR ENVELOPE THERMAL PERFORMANCE INFORMATION TEL: (207) 539-8883 . MAILING ADDRESS: P.O. BOX 9000 BUILDER: WILLIAMS BUILDING CO. FAX: (207) 539-4446 OXFORD, ME. 04270 ELEMENT CODE REQUIREMENT ACTUALS DWG NO.: BUILDER'S ADDRESS: P.O. BOX 272 pg .05 KIM 2885 MANUFACTURING PLANT ADDRESS: RTE 121 OXFORD, WALL ME. 04270 CITY, STATE, ZIP: YARMOUTHPORT, MASS 02675 EXPIRATION DATE OF CURRENT CERTIFICATION: APRIL 30th, 2005 FLOOR o5 05+ RHODE ISLAND BUILDER'S LIC. � LAYER NAME: COVER MANUFACTURER STATE CERTIFICATION NUMBER: MAINE: MF70000112 ROOF/CEILING ..033 .026 PROJECT LOCATION: LOT# 15 COCHESET DR., MARSTONS MILLS, MA DOORS .6 .16 STYLE: NEW HAMPSHIRE: M9308019 MODEL DESIGNATION: 18'/22' X 42' CUSTOM EXPANDABLE COLONIAL WINDOWS .87 .33 18' 22' X 42' VERMONT: 50171 USE GROUP: R-4 CONSTRUCTION CLASSIFICATION: 5-B CUSTOM EXPANDABLE FOUNDATIONS •10 N/A COLONIAL CONNECTICUT: N/A AREA:. 1ST FLOOR: 802 2ND FLOOR: N/A 3RD FLOOR: N/A RHODE ISLAND: Y9588 VOLUME OF ENCLOSED SPACE: 6416 CUBIC FEET DEALER: WILLIAMS BLDG CO. MASSACHUSETTS: MCS#137 HEIGHT ABOVE SILL: 25' -On STORIES: 2 G. LOCATIONS OF INFORMATION LABELS: UNFINISHED 2ND FLOOR CUSTOMER: B. THIRD PARTY INSPECTION AGENCY INFORMATION: DATA PLATE: ONE PER DWELLING {SEE FLOOR PLAN) ® HOUSING LAND TRUST DESIGN OCCUPANCY LOAD: STATE LABEL: ONE PER MODULE (SEE FLOOR PLAN) . C-BOX LABEL 3RD PARTY INSPECTION AGENCY: T.R. ARNOLD & ASSOCIATES, INC. LOCATED WITH (MA, N.H., CT, R.I.) A-BOX LABEL DATE:7_7_04 3RD PARTY INSPECTION AGENCY AUTHORIZATION: I.A. #03 1ST FLOOR:N/A 2ND FLOOR:N/A 3RD FLOOR:N/A TRA LABEL: ONE PER MODULE (SEE FLOOR PLAN) IN FOYER AGENCY AUTHORIZATION EXPIRATION DATE: APRIL 30th, 2005 SPECIAL SYSTEMS: FIRE ALARM TYPE: SMOKE DETECTORS U.L. 217-77 (ME, VT) CLOSET DRAWN BY: KIERSTEN FIRE SUPPRESSION SYSTEM: N/A H. ATTIC VENTILATION: KEISER INDUSTRIES CERTIFIES THAT THIS DOCUMENT CONFORMS WITH THE S CHECKED BY: REQUIRED: (1) SQ. FT. PER 300 SYSTEMS APPROVALS AND SPECIFICATIONS APPROVED BY T.R.A. AND IS IN (OTHER) : WHEN FLOOR AREA EXCEEDS 1200 S.F. ( ) Q. FT. OF CEILING AREA. COMPLIANCE WITH THE FOLLOWING STATE CODES: ME, NH, VT, RI, MA CT. KC 12) U.L. 217-77 SMOKE DETECTORS ARE REQ'D. (RHODE ISLAND ONLY) ACTUAL: 850 SQ. FT. CEILING AREA CODES: C. INDEX OF INFORMATION: 2.83 SO. FT. VENTILATION REQUIRED DESIGN LIVE LOADS: WALLS: 21PSF ROOF: 25 PSF 1ST FLOOR: 40 PSF 3.53 SO. FT. PROVIDED AT EAVES. (6.2 SO IN. PER LIN. FT.) MASS STATE BLDG CODE TOTAL NUMBER OF SHEETS IN EACH SET: MARSTONS MILLS, MA 2ND FLOOR: 30 PSF(CAPE / COLONIAL) N/A (RANCH) N/A SO. FT. PROVIDED AT GABLE ENDS (54 SO. IN. PER END) SIXTH EDITION ZONE #1 3RD FLOOR: N/A CORRIDORS: N/A 5.13 SQ. FT. PROVIDED AT RIDGE. (18 SO. IN. PER LIN. FT.) DWG PG DESCRIPTION DWG. DATE REV. DATE STAIRS: 100 PSF(CAPE / COLONIALS) N/A (RANCH) REVISIONS 1 COVER SHEET 7-7-04 Pf = 25 PSF WIND HORIZONTAL: 90 MPH TOTAL: 7.53 SO. FT. PROVIDED DATE ITEM 2 1ST FLOOR PLAN 7-6-04 INTERIOR WALLS: 5 PSF 2A 2ND FLOOR PLAN 7-6-04 SEISMIC HAZARD EXPOSURE GROUP #1 3 ELEVATIONS 7-7-04 SPECIAL USE PROVISIONS: NOT TO BE BUILT WITHIN FIRE UNIT LIMITS 4 FOUNDATION PLAN 7-6-04 MUST BE LOCATED 6' FROM LOT LINE 4A BASEMENT STAIR PLAN 7-6-04 E. HEATING SYSTEM INFORMATION: T.R.nxnroLu&nssocL►TEs,INC. 5 1ST FLR ELECTRICAL PLAN 7-6-04 P.O.Box 1081 6 1ST FLR HEAT PLAN 7-7-04 SYSTEM TYPE: I HYDRONIC BASEBOARD, ELECTRIC BASEBOARD, FORCED HOT AIR E>ikham,IN 46515 RADIANT HEAT Commonwealth of Massachusetts 7 CONSTRUCTION DATA & REFERENCE SHEET 7-7-04 Accredited Evaluation and 8 CROSS SECTION 7-1-04 FUEL: ELECTRIC, NATURAL, LPG, OIL Inspection Agency 8A ROOF CROSS SECTION 6-30-04 CHIMNEY/VENTING SYSTEM TYPE: CHIMNEY BY BUILDER PERSTATES& LOCAL ThisdocumewithMrtsachusttsstng nconlormance SCALE: 86 CONNECTION DETAILS 6-30-04 with Ms andt the State Codes and the National 8C OFFSET ROOF CROSS SECTION 6-30-04 BUILDING CODE OR AN APPROVED EQUAL. E'"`a' NOT TO SCALE 9 PLUMBING 7-7-04 BASEMENT: Approved By INSTALLED IN BASEMENT Dale L 26 60c� HEATER AREa oval of mis eocumem aces noraumo�ae or approve BOILER AND OR WATERpa SHEET N0. If HOT WATER / any mission a deviation from fM requir menu of INSTALLED PER laws. BASEMENT FOUNDATION WALLS MUST BE S LLEDappleaEeS e THEN EITHER �j STATE & LOCAL BUILDING CODE, OR THE BELOW THE FLOOR WATER LINES MUST BE INSULATED PER STATE & LOCAL BUILDING CODE. INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD. ME 04270 TELE: (207) 539-8883 FAX: (207)539-4446 NOTE: TL = 600 PLF TL = 342 PLF E.S. @MATE FRAME (2) 2X10 @ CLG. (1) 1 1/2" X 9 1/4" (1.8E) LVL E.S. DWG NO. TO COVER THIS SPAN MAX SPAN = 10'-3" KIM 2885 TO CORNER POST. CONTINUOUS PC E.S MAX SPAN = 6'-9" 22'-0" LON LAYER NAME: - 1SUBMTL 6' 0" 4' 8" 3' 0" 13, 8n �„ 6'-10" = 6'-10" PAR3660SH DATE: 7-6-04 _ CLOSET (S&R) 1 T-2• I 1 U00 ------------------ Of CD \1 lop2/6-INT I o w I P EP 1 I Q . .. N I 2/6-INT o n Co L_L_I CC) a LLJ -I I » a Of v, - 1 o Q-BQX f— o CD I B-BOX ONLY O� SD FOYER I Post w//LLApL�LT TL= 342 PLF PHOTO I UNDERW(N SMNT (2) 1 1/2" X 9 1/4" (1.8E) LVL C/) I--- ELEC. coo 2/6-INT 2/6-INT ___ MAX SPAN = 12' 11" _ LIVING ROOM o c� _ h 1 N W I n ^ Area=224.221 It o t o co 11 n O ' co A-BOX RHOTO $�W BATH i1 ' t' N ¢ ELEG a`uS' 0 Cl- cd o m 1 DRAWN BY. ER BEDROOM 1 �a W FL 1 O 7; KIERSTEN KITCHEN Area=122.929 It m I Area=183.761 ft FOR HELP CALL: o -(� s1u me 4fowElt C-BOX ONLY I O TL= 206 PLF (ATTIC LOAD) -0 I O USE STD 2X10 HDR 0 REVISIONS c=n nowt "K DATE ITEM � WARDROBE SHELVINGI. o W, WALL � SHIPPED LOOSE& j ---1N7ALO:D-OA-STE �� 6/0 PARADIGM SLIDER JL OTHERS WP z WALK-IN I m -- -7o s636 D.W. --- - F3 6'-10° 6'-10° —� K 824 o x WARDROBE 1 4 ' C'J 1 t' 4 W2t30 v 3 ry 1 13' 8„ T.R.ARNOLD&ASSOCIATES,INC. PAR3660SH PAR C1836-2 CSMNT P.O.Box 1081 �.E 4' 4" > 6'-3" Elkhart,IN 46515 5'-2° 4-10" -9 1 Commonwealth of Massachusetts „ " Accredited Evaluation and 10-� 3—8' 11 -0 1/4 Inspection Agency NOTE: ALL WINDOWS AND DOORS REQ. This document is candid as tts Stan conformance - .. 27—4 3/4" SCALE: with Massachusetts State Codes and the National STD (2) 2X10 HEADER 1/4"=1'-0" EI ct'cal 0 Approved By SHEET N0. Date 6 Approval a,nis doc,a„m doe,not-,hori,e or approve any omission or deviation from the r7pi—r s of applicable slat,ca.s. i �w r- aPU99 TL= 600 PLF INDUSTRIES INC. P.O. 80X 9000 RTE. 121 MAX SPAN = 6'-9" OXFORD. ME 04270 TELE: (207)539-8883 DBL 2X10 FAX: (207)539-4446 END JST FOR PORCH SPAN BELOW 21'-4 3/4" DWG N0. t� KIM 2885 '-4 1 3-4" 4'-1" 3'-7" 14'-0 1/2" LAYER NAME: PAR3660SH 2SUBM TL I I WARDROBE (S&R) LINEN ------------- (3-SHELVES)-- o I DATE: I Z � I 7-6-04 -� 2/6-INT o Ln 1/10-INT I z ciw 1/2 WALL W/CAP i Q 0- CC> HALL NON-STORAGE Q o '-ATTIC SPACE o 2/6-INT _ 2/6-INT I ATTIC I I ACCESS I N �;'; �; l v C/-) z O LO o x I U C, Of m W I C/ Of BEDROOM 3 BEDROOM 2 _ DRAWN BY: m rue s�owEa ' KIERSTEN s I FOR HELP CALL: C I - -----------= - ---------------- REVISIONS a — DATE ITEM WALK-IN Z WARDROBE NOTE: ALL WINDOWS AND DOORS REQ (2) 2X8 STD HDR PAR3660SH PAR3660-2SH INC.T.R.ARNOLD ASSOCIATES, 5'-2e � 4'-10' 4'-91/4' < 6'-3° & P.O.sb:loll 10,-0„ 6,-4 1/2" 11t-0 1/4n Ethhart,IN 46515 t Commonwealth of Massachusetts 27-4 3/4 Accredited Evaluation and Inspection Agency This document is certified as being in conformance with Massachusetts State Codes and the National SCALE. EI cal o _ l ALL ROOM SIZES AND WALL LOCATIONS Approved By ctp ON 2ND FLIK ARE ONLY A PROPOSED Date jUL4 26 LAYOUT BY .KEISER INDUSTRIES. ACTUAL Ayprovalolthisdocdoes not—does apPro„e `.. SITE FINISH MAY REQUIRE. SLIGHT SHEET N0. urtenl any omission or deviation from the requirements of applicable State La ADJUSTMENTS TO FLOORPLAN LAYOUT. 2A T.R.ARNOLD&ASSOCUTES,INC. INDUSTRIES INC. P.O.Box 1081 P.O. BOX 9000 RTE. 121 Elkhart,IN 46515 'MIN.' 2351 SELF—SEALING OXFORD, ME 04270 Commonwealth of Massachusetts SHINGLES TELL (207)539-8883 Accredited Evaluation and rnx: (207)539-4446 MAIN Inspection Agency DECORATIVE GABLE VENT VENT r This document is certified as being in conformance ON SITE BY OTHERS DWG N 0. with Massachusetts State Codes and IM National El ct;cal KIM 2885 Approved By �B Date JUL4 26&200ALAYER NAME: Approval of this docwnent does not authorem or approve any omission erde.latan fnim the.egW—nmof ELEV applicable State laws. CONT.RIDGE VENTING 18 So.INCHES PER LIN.FOOT DATE: ® ® ® CONT. VINYL SOMT 7-7-04 6.2 SO. INCHES/LIN.FOOT IT ` Lull ®--- ---- --- U 0 U') O cn W LIFT ETD ELEVATION FRONT ELEVATION LL Q � O ooQ � N BY- CONT. RIDGE VENTING NOTE: OMIT ALL SIDING AND TRIM I--- � z DRAWKI RSTEN MAIN 18 SO. INCHES PER LIN.FOOT TERMINATION z (A O FOR HELP CALL: —� —r 2— Q O U ----- REVISIONS > W O z DATE ITEM w z z O - w 0 U FINISHED CEILING o PREP FPR co —o CEDAR SHINGLE SIDING SCALE: LLIJ NOT TO SCALE FINISHED FLOOR SHEET NO. RIGHT END ELEVATION REAR ELEVATION 3 INDUSTRIES INC. P.O. 80X 9000 RTE. 121 OXFORD, ME 04270 TELE: (207)539-8883 T.R.ARNOLDP. . ASSOCIATES.INC. FAX (207)539-4446 E�BIN46515 NOTE: REFER TO BUILDERS REFERENCE MANUAL FOR DETAILS AND SPECIFICATIONS. Commonwealth of Massachusetts DWG NO. Accredited onAgency Evaluation and THIS IS A PRELIMINARY PLAN ONLY AND NOT TO BE USED FOR CONSTRUCTION K►M 2885 This document is certified as being in conformance with Massachusetts State 41'-1 1/2" LAYER NAME: Codes and the National E1`t ' < 13'-8 3/8" 13'-8 3/4n 13'-8 3/8" FOUND Approved By Date JUL426 6'-0" 7'-8 3/8" .. DATE: Approval of Nis do-1does not audtorile a approve any omission or deviation frwn the require mrnts of - applicable State Lars. - -- - - - - - - - r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I III SEE SHEET I Ili I I I I I 4a WHEN BASEMENT I I I l i II I BUILDING STAIRWELL I I III I o z I I BASEMENT APPROX. I I III i I Q 111 STAIRS LOCATION. I I III I n - - _ _ - - Ib I I O I I I III I I III I I Q �' III r I CONT. STRIP FOOTINGI III I 1jI/ jg�f III I ` I z - - - - - - - - I 3000 PSI CONCRETE FOOTItJG I I l/6 S/8' I III I 3 1/2" CONCRETE FILLED I I I STEEL LALLY COLUMN WITH I o III I tl�. I I I 6"x6" STEEL BEARING PLATES. I I I _ III i \�I I I I I I T I I Iil I /y° I III I I I ; 16a00" (TYP. MASS) I DRAWN BY: 3000 PSI CONCRETE FOOTING I KIERSTEN e� I I III I III I BELOW FROST LINE i 3 NO FLOOR INSULATION IS REQUIRED DI I� ' I I III I I FOR HELP CALL: o IN THE FIRST FLOOR OVER CONDITIONED FLOOR GIRD BASEMENT SPACES. ALL FLOOR OR FOUNDATION I iII S BEAM BUILT IN III I i REVISIONS INSULATION REQUIRED PER CODE IS TO BE PROVIDED MODULE FLOOR AND'INSTALLED ON SITE BY OTHERS I III I STEM DATE ITEM 10" TYP. FOUNDATION I j-� I r WALL THICKNESS TYP. MASS III I I I III I o I o I I III I � 1 I III I I d- L — — — — — — — — — — — — — — — — 13'-8 3/8" ,�, 13'-8 3/8' '�' 13'-8 3/4 NOTE: 1.) FOUNDATION DESIGN AS SHOWN ONLY SUGGESTIVE, ACTUAL 2.) FOUNDATION HAS BEEN APPROVED FOR SUPPORT PLACEMENT 3.) FIREPLACE C.C. TO BE SIZED SCALE: FOUNDATION DESIGN SMALL DE DASLD ON LOCAL SOIL CONDITIONS ONLY. TIE DOWN, VENTILATION, ACCESS, AND FOUNDATION DESIGN BY GENERAL CONTRACTOR. 1/4"=1'-0" AND IN ACCORDANCE WITH LOCAL REQUIREMENTS. SUBJECT TO LOCAL CODE OFFICIAL INSPECTION. 4.) 3000 PSF. SOIL BEARING CAPACITY. SHEET NO. 5.) CONCRETE COMPRESSIVE STRENGTH 3000 PSI. CAPACITY. . 4 INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD. ME 04270 F O U N D A T O N P R INT CIF. (207> 6S FAX: (207)539-439-4446 _ „ NATR LS FIGURED FOR STRINGERS TOTAL RISE - 101 1/2 FLOOR FRAMING Uwc NO. ONLY KIM 2885 STRINGERS 2x12 SPF 41/2 12 RISERS 1 13/ 16 FOR TYP. BASEMENT STAIRS GOTOVIEW: FOUND TREADS 2x12 SPF W/2 1 RISERS 1 3/q 11 DATE: RISERS I/2 PLY 7-6-04 C 7'-8" , / 13' 811 0 0 �. I� < 3'-10 1/2" o C/-) w FIRST RISE W C/-) / 7 13 16" O m 2x10 FLOOR JOISTS / 2x10 FLOOR JOISTS _ SPF#2 2X6 I O FIRE STOP I- DRAWN BY: KIERSTEN COMMON RISE U_ FOR HELP CALL: 7 13/1 v REVISIONS RUN \Z�, 9 n T.R.ARNOLD&ASSOCIATES,INC. CV NOSING P.o.sa:losl \ DATE ITEM I��I EMart,IN 46515 N o a Commonwealth of Massachusetts \In 1D" TYP. �0 1 1/4 Accredited Evaluation and Cb �� _ FOUNDATION WALL z Coo 1 N Inspection Agency t\ ! TREAD DEPTH This document is certified as being in conformance with Massachusetts State f� O .a Codes and the National 10 1/4" E1 ct ical o C J Approved By, 4/,AJ{/�, n _ Date JUL Approval of this document does not authorize a appn n,e j .. any omission or deviation from the requirements of aPDlicaOle State laws. LAST RISE `r N ! Q SCALE: 1/2, 1,r- —O„ „ w SHEET F- T NO. • o P z 4A , C ' INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 TELE: (207) 539-8883 \ FAX: (207)539-4446 ti DWG N0. 21 KIM 2885 � 1 LAYER NAME: 1ELEC 1 1 � 1 DATE: Sw 7-6-04 -BOX 6-BOX C-BOX U A _ __----_--_____ I I � FLOORS C) \ T 00 1 I I � . \. � cp .l WALLS o ROOF � i °' IZ JUMP Q HOOK-UPS o GFa1 Sys SDP OTOFOYE PANEL BOX I ELEC. JUMP 53 T S3 U TESTING S, � LIVING ROOM 1 , , I SD toto JUMP JUMP ' ELEC. BATH 1 FL DRAWN BY: KITCHEN KIERSTEN FOR HELP CALL: J UMP^'. CRYSTAL 0 N n% REVISIONS !lam ❑ �� WAa 11 >) PHONE A-BOX P S3/S/S rs DATE ITEM /\ s ' I JL BEDROOM 1 WP (z)t Ida'ELECTRICAL T1(-�o CONDUITS TO 2nd FLOOR x --- - - --- --- x t 1 UNDER WALK-IN SLUNG WARDROBE 200 PAN �EL SE DESCRIPTION OF CIRCUITS T.R. MP BOX NO. SERVING VOLT HIRE AMP .ARNOLD&ASSOCIATES,INC. P.O.Box 1081 e m 1 UV RMmREC 120 14-2 15 ElkLart,IN 46515 14_ �0 2 FOYER LTS REC 120 2 15 Commonwealth of Massachusetts 3 BEDROOM 1 TS REC AFp 1 0 14-2 15 Accredited Evaluation and 3 4 10 5 13 6 12 Inspection Agency q KITCHEN BATH 2 LTS 120 14-2 IS This document is certified as being in conformance 5 1 KITCHEN:REC 120 12-2 20 , with Massachusetts State 6 KITCHEN'REC 120 12-2 20 Codes and the National El ct'cal o 7 BOILER 120 1 14-2 15 SCALE: 10 RANGE 240 8-3 40 1 f 4 1'—Q Approved By 12 DISHWASHER 120 12-2 20 Date 13 . REFER. 12 ' SHEET NO. Approval of this dodo,nem doe:not a egW,e a is of 21 BATH• REC GFI 120 12-2 20 any omission or deviation from me mQuirem¢nts o! � opplkaGk St..Laws. f INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD. ME 04270 7ELE: (207) 539-8883 FAX: (207)539-4446 DWG NO. KIM 2885 3.-2. i' HYD B.B. LAYER NAME: ---------------- r I 3850 BTUH 1 HEAT l � o DATE: W ' PCP o 7-7-04 w ------------------ C 8' HYD B.B. ; j 4400 BTUH tri = 1 O poi U FOYER 3' HYD B.B. 1650 BTUH "' I J I— m = LIVING ROOM ,mom _ , BATH 1 m= 1 m. gn om —� m1 rN , � "B-BOX" _ � BEDROOM 1 ' _ °° D N , o = KITCHEN T.R.ARNOLD&ASSOCZATES,INC. "A—BOX" P.O.ia ,IN 46 1 1 - DRAWN BY: E„cl.lth f oasis I m = �" KIERSTEN Commonwealth of Massachusetts I m Y 0 Accredited Evaluation and Irmo Inspection Agency I= This document is certified as being in conformance FOR HELP CALL: with Massachusetts State Codes and the National I 5075 BTUH T ————— El c 1 0 WALK—IN 1 TK70 KICKSPACE HTR Approved en WARDROBE --- - - D.W. ------- REVISIONS Date 2s ; ' ITEM Approvaiot tnis docnanent does nor authorize or appnave /2'1HYD B.B. DATEany omissim or deviation horn the— iremems mD BTUH ;applicable Swe laws. TYPICAL CAPES RANCHES AND EXP. COLONIALS W/COPPER PIPES NOTES: NOTES: The Model Energy Codes referenced by the 'I.) ALL H.W.B.B. PROVIDED BY MANUFACTURER ARE 4.) BOILER AND ALL HEAT LOOP CONNECTIONS AT State Building Codes require either; 1st floor insulotion STUBBED THRU FLOOR TO BASEMENT. BASEMENT FURNISHED & INSTALLED ON—SITE be site installed or foundation spaces be conditioned. 2.) TWO 3/4" TYPE "L'n HARD COPPER PIPES BY OTHERS. This Heat Loss calculation has assumed that STUBBED FROM 2ND FLR. TO BASEMENT ARE R-19 1st floor insulation is used, provided and PROVIDED & INSTALLED BY MANUFACTURER 5.) ALL EXTRA ZONES FOR 2nd FLOOR TO BE REQUESTED BY BUILDER installed by others. Without the floor insulation or SCALE: 3.) ANY ADDITIONAL H.W.B.B. FOR EXPANDABLE 2ND 6.) TWO 3/4" TYPE "L" HARD COPPER PIPES FOR POTABLE WATER equivalent foundation wall insulation and heat source the 1/4"=1'-0" FLOORS, TO BE FURNISHED & INSTALLED ON—SITE RUN TO 2nd FLOOR PER TYPICAL. home will not heat properly per the Model Energy Code SHEET NO. BY OTHERS. requirements per the home design. 7.) TOTAL HEAT OUTPUT AS SHOWN =28,175 BTU/HR. @ 1ST FLOOR. 6 i° FEEDER & NEUTRAL LOAD DOOR SCHEDULE PARADIGM WINDOW SCHEDULE (STD. WINDOWS) INDUSTRIES INC. CODES WIDTH HEIGHT THK. TYPE MFCR REMARK WINDOW CALL SIZE UNIT SIZE ROUGH OPENING TYPE LIGHT .FT. VENTS .FT. .FT. a.o. sox 900o RTE. izl LIGHTING AND SMALL APPLIANCE HOT WATER BASEBOARD 1.)LIGHTING TOTAL FLOOR AREA= i206 X 3= 36I8 VA I S-0' 6'-8' 1 3 4' INSUL CORE THERMA TRU EXTERIOR PAR2637 26'X 37' SINGLE HUNG 4.73 2.19 6.68 OxFORD, ME 04270 2 2'-8' 6'-8' 1 3 4' INSUL COR THERMA TRU EXTERIOR PAR3037 30'X 37' SINGLE HUNG 5.60 2.59 7.71 TEIE: (207) 539-8883 2.)SMALL APPLIANCE: 4 CIRCUITS X 1500= 6000 VA 3 S-O' 6'-8' 1 3 4' INSUL CORE THERMA TRU EXT.SINGLES PAR3666 35 1 2'X 65 12' 36'X 66' SINGLE HUNG 13.29 6.41 16.50 FAk (207)539-4446 3.)LAUNDRY: 1 ORCUIT X 1500=1500VA 4 S-0' 6'-8' 1 3 4' INSUL CORE THERMA TRU EXT.OBL sA PAR3 66 31 1 2'X 65 1 2' 32'X 66' SINGLE HUNG 11.61 5.63 14.66 1st 3000VA @ 100%= 3000 VA 5 3-0' 6'-8' 1 3 4' STEEL THERMA TRU AROM PAR3441 33 1 2'X 40 I ' 34'X 41' SINGLE HUNG 7.30 3.40 9.68 DWG N0. REMAINDER @ 35%= 2841 VA 6 2-8' 6'-8' 1 3 47 STEEL THERMA TRU FIREIM PAR3636 35 1 2'X 35 1 2' 36'X 36' SINGLE HUNG 6.70 3.07 9.00 TOTAL= 5841 VA 7 S-O' 6'-8' 1 3 8' HOLLOW CORE WOODGRAIN PASSAGE PAR3449 34'X 49' SINGLE HUNG 8.95 4.24 11.56 KIM 2885 8 7-8' 6'-8' 1 3 8' HOLLOW CORE WOODGRAIN PASSAGE PAR3672 35 1 2'X 71 1 2' SINGLE HUNG 14.60 7.10 18.00 LINE A NEUTRAL LINE B 9 2'-6' 6'-8' 13 8' HOLLOW CORE WOODCRAIN PASSAGE C1836-2 35'X 35 1 2' 35 1 1'X 36' CASEMENT 6.0 5.98 9.00 LIGHTING AND SMALL APPLIANCE: VA r240=AMPERES= 24.3 24.3 24.3 10 I'-10' 6'-8' 1 3 8' HOLLOW CORE WOODGRAIN PASSAGE PAR3652 35 1 2'X 51 1 2' 36'X 52' DBL HUNG 9.0 4.37 13.00 LAYER NAME: HEATING AND COOLING 7.1 7.1 0 11 1'-4' 6'-8' 1 3 8' HOLLOW CORE WOODGRAIN PASSAGE PAR2637 "2X 26'X 37' DBL HUNG 192 1.87 6. DATA 1)FURNACE BLOWER �_ _� �_ 12 S-0' 6'-8' 1 3 8' FLUSH SO WOODGRAIN PASSAGE PAR3037 DBL HUNG 7.71 2)HEATING ELEMENT 13 7-8' 6'-8' 1 3 ' FLUSH SO WOODGRAIN PASSAGE 66' 1.83 5.1 16.50 3)AIR CONDITIONER 0 -0 - 0 14 2'-C 6'-8' 1 3 8' FLUSH SO WOODCRAIN PASSAGE PAR326632'X 66' DBL.HUNG 10.20 5.10 14.6 DATE: 5 1'-1D' 6'- 1 3 ' SH AI P PAR344134'X 41' DBL HUNG 6.32 LARGESTFAN(S)-ADD 25% 0 2.4 24 16 1'-4' 6'-Ir 1 3 it FLUSH SO PEACHTREE MISUL.GLASS PAR3636 36'X 36' DBL HUNG 5.78 2.68 7-7-04 APPLIANCE LOADING 17 C-O' 6'-8' 1 3 4' SLIDER PEACHTREE RVSUL.CLASS DBL HUNG 7. 11.57 18 G-O' 6'-8' 1 3 4' R PEACHTREE INSUL CO ARM7 3 1 " 1 1 2' 36 X 72` DBL HUNG 1104 6.50 MOO 1)EXHAUST FAN 1_6 16 0 19 6'4 6'-Ir 1 1 3 4' PATIO SWINGER TITERMA-TRU 008 INSUL CORE EA36F 36'X 54 1 4' EXTENDED ARCH 9.8 --- 1168 2)WATER HEATER 1&8 0 18_8 20 L 4 6'-8' 1 4 3 ' SWINGER THERMA-TRU 118 INSUL CORE A48 4 48'X 24' AWNING 5.12 5.17 8.00 3)DISHWASHER 9_0 9_0 0 21 6'-0' 6'-8' 1 3 4' SWINGER WOODGRAIN 81-FOLD C30 4 30'X 24' CASEMENT 29 286 5.00 4)DISPOSAL 0 5.0 M 22 5-0' 6'-8' 1 3 8' 6 PANEL PINE WOODGRAIN BI-FOLD HR3015 30'X 151 4' 12 ROUND 1 1.47 - 3.175 �- 4)MICROWAVE 0 6_0 6.0 23 5-0' 6'- 1 3 8' 6 PAN MASONITE WOODGRAIN SLIDER NOTE SAFETY GLAZING TO BE PROVIDED FOR WNDOWS IN HAZARDOUS LOCATIONS W 24 5-O' 6'4 1 3 8' 6 PANEL NNE WOODGRAIN SLIDER NOTE WINDOWS ARE NFRG RATED TOTAL APPLIANCE- AMP X.75 WITH APPLIANCES 22.1 16.2 224 25 5-0' 6'-8' 1 3 8' 6 PAN MASONITE WOODGRAIN BI-FOLD CLOTHING DRYER = = 23.3 26 4'-0' 6'-8' 1 3 8• 6 PANEL PONE WOODGRAIN BI-FOLD �� RANGE 33.3 23.3 33.3 28 4'-0' 6'-8' 13 8' 66 PAN PAN M1� WOODGRAIN SLIDER SERVICE CONDUTOR AMPACITY 29 4'-0' 6'-8' 1 3 8' 16 PAN MASONITE WOODGRAIN SUDER (TOTAL)= 110.1 89.6 105.7 - LIGHT & VENT SCHEDULE Q USINGAMP SERVICE FLOOR (SS %OF ARTIF- VENT %Of ARTIF- � ROOM AREA AREA FLOOR LIGHT AREA FLOOR VENT LIVING ROOM 224 57 25 27 12 DESCRIPTION OF CIRCUITS KITCHEN 184 5 3 240 W 4 2 160 CFM NO. SERVING VOLT WIRE AMP DINING ROOM XX XX XX XX XX BREAKFAST XX XX XX XX XX 1 FOLIV RMLTS 120 14-2 15 BEDROOM 1 123 36 29 17 14 DRAWN BY: 2 BEDROOM 1: C 120 14-2 15 BEDROOM XX XX XX Xx XX FLOOR PLAN SYMBOL LEGEND 3 BEDROOM 1 H TS AFCI 120 14-2 15 BEDROOM XX XX XX Xx XX KIERSTEN 4 KITCHEN BATH 2•LTS 120 14-2 15 5 KITCHENOREC 120 12-2 20 BEDROOM #4 XX XX XX XX XX C.C. - CHIMNEY CHASE LOCATION. 2" MIN. CLEARANCE TO COMBUSTIBLES FOR KITCHEWREC 120 12-2 20 BATH 1 ---- 120 IN 70 CFM CHIMNEY. FIRE STOPPING MUST BE INSTALLED ON SITE BY OTHERS SUBJECT CHECKED BY: F1013 BOILER 120 14-2 15 BATHANGE ---- 120 W 70 CFM TO LOCAL CODE OFFICAL, HAVING JURISDICTION, INSPECTIONS. R 240 8-3 40 BATH 3 ---- 120 W 70 CFMC.- CLOSET WITH SHELF AND ROD 120 12-2 20 HALL XX XX XX XX XX DISHWASHER REFER. 120 12-2 20 DEN STUDY Xx XX XX XX XX L. - LINEN CLOSET WITH (3) SHELVES REVISIONS 14 SMOKE DETECTORS AfCI t20 14-2 15 FOYER XX XX XX xx XX I S.W. - STAIRWELL DATE ITEM 21 BATH REC GFl 120 11 2-2 20 FAMILY ROOM XX Xx XX XX XX EXERQSE ROOM XX XX XX XX XX W.C. - WATER CLOSET - DEMAND LIMIT MAX. 1.6 GALLONS PER FLUSH (MASS.) ®- SMOKE DETECTOR LOCATION 4- STATE AND TRA INSIGNIA LOCATIONS G- DATA PLATE LOCATION ELECTRICAL SYMBOL LEGEND T.R.ARNOLD 1r ASSOCIIATES,INC. BUILDER REFERANCE MANUAL PAGE INFORMATION 4�r DUPLEX RECEPTACLES © JUNCTION BOX FOUR WAY S1WiCH P.O.Box 1091EpdLart,IN 46SIS SECTION 6 PAGE c GROUND FAULT RECEPTACLE Q THERMOSTAT ® DOUBLE GANG 4-WAY/SINGLE SWITCH Commonwealth of Massachusetts GROUND FAULT PROTECTED REC. + PADDLE FAN S/S,/S TRIPLE GANG 3-WAY/SINGLE/SINGLE Accredited Evaluation and A. FOUNDATION- 25-27 Inspection Agency SWITCHED RECEPTACLE ® RECESSED LIGHT FS FIRE SAFETY SWITCH This document is certified as being in conformance B. RANCH- 28-30 RANGE/DRYER RECEPTACLE NFl HEAT/fAN/UGHT H PHONE JACK with Massachusetts State C. RAISED RANCH- 31-34 Codes and the National D. CAPE (AND DORMERS)- 35-41 SCALE: FL WATERPROOF fA RECEPTACLE �{ FIOURESCENT � TELEVISION 'cal SION JACK c o O U.L APPROVED SMOKE DETECTOR 70 CFM.FAN/LIGHT COMBO EXT.EXH. ® PANEL BOX Approved By E. GAMBREL (AND DORMERS)- 42-46 NOT TO SCALE F. SALT-BOX (AND DORMERS)- 40-41, 47-50 ®cRgc° COMPACTABLE PHOTO.ELEC.DETECTOR(MASS.) OO SINGLE POLE SWITCH WIRE IN WAt1 OR PARH110N Date.a SHEET N0. retofthis aw�ebdoesnot a t,ori=eorapp- G. EXPANDABLE COLONIAL- 51-54 B RANG{HOOD 160 CFM. EXH.TO E%T. S/ DOUBLE GANG SWITCHES - WIRE IN CEILING OR ap FLOOR �y omission or dt.i,tion from o e r,wirements or ptsa of,State t.aws. H. 4-BOX COLONIAL- 51-54 WALL MOUNTED WCANDESCENT LIGHT /S DOUBLE GANG 3-WAY/SINCLE SNITCH /ME\ THREE WIRE 1. OPTIONAL ROOF PITCHES- 55-59 SURFACE MOUNTED INCANDESCENT LIGHT THREE WAY SWITCH �\ HOME RUN 10 PANEL BOX J. ELECTRICAL- 60-63 K. PLUMBING- 64-71 nn INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 \nI TELE (207) 539-8883 DETAIL - 3 , ti FAX: (207)539-4448 12 "\ ROOF RAFTER DESIGNED TO: 40 PSF LIVE LOAD DWG NO. 33.69' 8� ��-- ----- - -�� ' KI M 2885 NA�\IA G�� _ 9,0. UNIFORM ATTIC: 20 PSF LIVE LOAD ,10.0 UNIFORM FLOOR: 40 PSF LIVE LOAD CO O a SAS m LAYER NAME: SECTION z �y+$� R-38QGINSLIL � NOTE: ATTIC AREA IS NOT TO BE DATE: 0 ON-SITE BY OTHERS p- 7-1-04 MADE HABITABLE, AND IS ONLY DESIGNED FOR 20 PSF LIVE LOAD. Q O LL_ UtERaI BRACE IENOM OF I I ... Z Q' (ROOF ON TOP OF cauR REsl v 2X8X21'-10" ONE PIECE COLLAR TIES PANELIZED EXTERIOR WALLS I ' i O O 10 I/ ARO NAk w/(2)10d Rats 0 10 1/2" _J Ld m EACH CO"tIE(IEpc)J AND ROOF SECTIONS COMPLETED �_ 0 2 x 6 SPF STUD GRADE R-19 ON SITE m o EXTERIOR WALL STUDS BY OTHERS ON SITE BY BUILDER OR U Q,f DETAIL - 2 j ® 2a"o.c. INSTALLATION CREW W to I t t —► Cn = R-19 ON SITE BY OTHERS I i O cn 0 Z Z ; ( Q Q </-) Ld mom= _ ;W W DETAIL - 1 I N a n O _> NOTE: (1) 2X8 COLLAR TIES REQ N z Tz MIN: 5/8" ADVANTECH U , CLIP ENDS AS SHED DORMERS DUE.. x � 111 00 R-19 FACTORY INST. 2 x 10 # 2 SPF J91STS 0 16"o.c. (2) HOLD LENGTH OF TIES 1" SHORT E.S. FROM FRAME LINE TO ALLOW DRAWN BY: 22'tO- PROPER CLEARANCE. KIERSTEN o I R-19 FACTORY INST. pRODOUCTONEDfACILITY FOR HELP CALL: 00 2 x 6 SPF STUD GRADE (3) TOP PLATE OF WALLS TO BE ----- EXTERIOR WALL STUDS 016"O.C. LAID—OUT AND MARKED AT FACTORY REVISIONS R-19 FACTORY INST. I FOR ON SITE INSTALLATION OF DATE ITEM I �-- 5/8 ADVANTECH COLLAR TIES PRIOR TO FLY—ON. I ROOF PANELS. (2)2X10 PERIMETER JOIST f2 SPF OR B7R. 2 x 10 # 2 SPF FLOOR JOISTS 0 16"o.c. ffi 10" MASS TYP. I tw PRIM MAU 9u WALL THICKNESS � BY O1N:RS I I/2'uloTx B4rs 6'-0'O.G j A150 w1XR it 6 cum j COBIIRS r10 MTIBX If Of III- COMPLETED ON-SITE NO FLOOR INSULATION IS REQUIRED IN THE END OF IMMAL 911 YERRS mill! FIRST FLOOR OVER CONDITIONED BASEMENT SPACES. I HIMBY BUILDER T.R.ARNOLD P.O. ASSOCIATES,INC. -I ALL FLOOR OR FOUNDATION INSULATION REQUIRED IIII=1 P. .Bo:1081 I=IIII. PER CODE IS TO BE PROVIDED AND INSTALLED ON SITE BY OTHERS. I III=III I= Elkhart,IN 46515 II=IIII=1 : j IIII=IIII- Commonwealth of Massachusetts DRAINAGE d SOIL1111=IIII ; III-IIII=IIII. Accredited Evaluation and REQ.PER CODE .11=IIII=IIII-1 =IIII=IIII=1.. I=11_II-IIII=111: .. RB�e' j ===111L=IIII=, Inspection Agency FOOOXe 6ElOM fR051 This document is certified as being in conformance IIII=IIII=IIIL-= 1 m _>)=ulI=1TI= SCALE: LINE ON-91[BY OXIS < - with Massachusetts State 1 4"—1'—O n -I I IIII-I I II-IIII= >__ �9a To VA"BY Iarx i f n � KKR "Jj-IIII=11 Codes and the National / COMPACTED FILL 11—_-Hfl-` sa caatpXs I 'illl IIII-- El '�aI I-`_ PER.CODE FIE 1— = _= -_"===_ = A roved By Ulu=llu�ul-11u-1ul=nu�ul-nll-li i_ - -__- _.___ �_IIII uu=u11=1Iu-ITI- _ dill ulu SHEET NO. _ SIN—IIII IiN IIII=IIII=IIII-1111�IIII_III .... —....�. =_IiI-IIII= iYP.DRAINAGE TILE Date JUL 26 IIII=IIII-IIII IIII 1111—IIII—IIII—I I I I...I I I I III—IIII- IIII__IIII=IIII-IIII-IOU= IIII-IIII=IIII�III=IIIIIIil=liu='--= _ "'n=IIII-IIII=IIiI=" Approval of this document dots nol audw 2e o/appove an,onussion or deviation 11 the requirements of applicable State laws. I INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 TELE: (207)539-8883 FAX: (207)539-4446 DWG NO. ' KIM 2885 DETAIL — 3 ctl�`� LAYER NAME: % SECTION 12 `' �� DATE: 8 --- ----1---- ---_; 6-30-04 3 3,69 i ;3�� oa Cot o cv N R-38 CLG INSUL. 0.0 CD CXD ON-SITE BY OTHERS / D � RAWN :✓_ - ci� - �L. - . . . - -.-. . . . . . . KiERSTEN FOR HELP CALL: r _ _ _ — _ _ _ , "ON SITE" INSTALL 2 x 4 LATERAL BRACE LENGTH OF ( Q =x REVISIONS 10 1/ X (ROOF ON TOP OF COLLAR TIES 2 X8 X 1 7— 1 0' i O i V E PIECE C O.L L A R TIES AND NAIL W�(2) 10d NAILS @ 10 1/2" DATE ITEM EACH COLLAR TIE.(16"o.c.) i 2 x 6 SPF STUD GRADE y EXTERIOR WALL STUDS Xy DETAIL — 2 @ 24''o.c. 22,_0„ T.R.ARNOLD At ASSOCIATES,INC. P.O.Box 1081 Elkhart,IN 46SIS Commonwealth of Massachusetts SCALE: Accredited Evaluation and / n Inspection Agency This do,v.mm is certified as being in conformance with Massachusetts State Lodes and the National SHEET N0. El ct ical o Approved By ^ A Date (jU�J Approval of this dmtu re does not—tnerize w approve any omission or deviatbn from uro me"Wit nu el applicable Slate laws. aB � � C� 6 INDUSTRIES INC. P.O.BOX 9000 RTE. 121 OXFORD.ME 04270 T (207)539—f6883 "ON SITE" FAX:FASTEN BOTTOM 2nd. FLOOR 2 x 6 EXT. WALLS FAX: (207)539-4446 PLATE OF EXTERIOR WALLS "ON SITE" FASTEN RIDGE FILE NAME: TO THE FLOOR JOISTS WITH FASTEN TOP AND BOTTOM 2x6 BOARD WITH (1) 3/8"x3" LAG FASTEN 2x8 RIDGE BD. KIM 2885 PLATES TO WALL STUDS WITH BOLT W/ WASHER OR 2 TO RAFTER WITH (3) (3) .131 x 3" MECH. FASTENERS ( ) LAYER NAME: OR EQUIV. @ 16"o.c. OR (1) 3/8"x5" (3) .131 x 3" MECH. FASTENERS .131x3" MECH. FSTNR. @ 16"o.c. # 10 x 4" WOOD SCREWS SECTION LENGTH OF RIDGE OR (4) .131x3' MECH. FSTNR. LAG BOLT W WASHER @ _ = DATE: 16"o.c. LENGTH OF WALL. '--2x8 RAFTER 6-30-04 _ CEILING JOIST ZITE" INSTALL 2x4x41" (5).131 x 3"MECH. FASTENERS UPPER COLLAR TIE @ 32"o.c. Q BAND JOIST TO CEILING JOIST LENGTH OF ROOF, FASTEN EACH END WITH (4) .131 x 3" MECHANICAL o Q 2 x 6 EXT. WALLS FASTENERS OR EQUIVALENT o 0 w � U � DETAIL - 1 ( BOTTOM OF WALL ) DETAIL — 3 ( RIDGE BD. TO RAFTER & ON SITE FASTENING ) o o, m 1= Cv Q L� N � I I z z Q z q o x V w DRAWN BY: KIERSTEN CHECKED BY: 2 x 8 COLLAR TIE EXT. WALLS REVISIONS 2 x 8 RAFTER DATE ITEM " ON SITE " FASTEN EACH END OF COLLAR — INSTALL (1) 3/8" x 7" LAG BOLT W/ WASHER TIE WITH (6) .131 x 3" MECHANICAL @ 1'74"o.c. LENGTH OF WALL THROUGH DBL. FASTENERS. TOP PLATE INTO SHED RAFTER OR COLLAR T.x.nx)vo B x loss ASSOCIATES,INC. P.O.r.o. ox TIE END. Ettcharll;a6515 Commonwealth of Massachusetts 2 x 6 SUB FACIA -- (NOTE: LAG BOLT CAN BE ANGLED) Accredited Evaluation and Inspection Agency (3) .t31 x 3" MECH. This document is certified as being in conformance with Massachusetts State TOP OF WALL Codes and thef4ationat SCALE: FASTENERS @ EVERY Et ct cat p ROOF RAFTER. 2nd. FLOOR 2 x 6 EXT. WALLS Approved By 1 4"-1'-0" Date JLj 6 Approval of this 0-4-M o e.not awnarixe or apW-. (� any omissiDn ord-iadon from rewir—,n,of SHEET NO.: DETAIL - 2 ( TOP OF WALL / RAFTER ) applkabte State Lars 8B A INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD. ME 04270 TELE: (207)539-8883 FAX (207)539-4446 2x10 RIDGE BDS. DROP DWG NO. 3/4" FOR RIDGE VENT KIM 2885 LAYER NAME: I SECTION 2x4 COLLAR TIES @ 16" O/C DATE: d- T/OUT ROOF PANEL AREAS 6-30-04 ROOF TO BE BUILT IN MULTIPLE PANELS.12 o ALL SHINGLES TO BE SITE APPLIED UNLESS �-- 8 �� ADDITIONAL TRANSPORTS ADDED FOR FULL o 33.69 �`L P �F LENGTH SHED STYLE ROOF PANELS. 2x4 PONY WALL @ RIDGE v C)0 FRAME 16" O/C @ 8" OFFSET O I w FROM ROOF FRAME TO ALLOW COL-TIE C L O G J CD TOO BE INSTALLED RFTR TO RFTR ATTIC STORAGE ON @ NOT FULLY DECKED LSTA-18 SIMPSON �i� DRAWN BY: LSTA-18 SIMPSON 3/4" DECKING CTR ON Y STRAP TIE (7-NAILS E.E.) �,9� KlERSTEN STRAP TIE (7-NAILS E.E.) 9 FOR HELP CALL: OFFSET .CEILING ----- x INSULATED THROUGHOUT 2x1o@ 16o/c 2x1oc i-o-0 REVISIONS - � WITH R-38 FIBERGLASS AT FACTORY DATE ITEM 2'-11 1/4" —� 4 D 2'-11 1/4" 9 -0" T.R.ARNOLD At ASSOCIATES,INC. P.O.Box 1091 18,—O)) Elkhart,IN 4a515 ss Commonwealth of Massachusetts Accredited Evaluation and Inspection Agency This document is certified as Deing in conformance with Massachusetts State SCALE: Codes and the National El cl ical o 1/r- —1'—l1 Approved By. Date UL4 26�20011 SHEET NO. Approval of this document does not autlwrim or approve any omisswn or deviation from the—tuire-1 of (`/o\\J applicable Stale Laws. �./ t INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, ME 04270 TO PROPOSED 2nd FLOOR PLUMBING 3 TELE: (207)539-8883 FURNISHED/INSTALLED ON SITE BY FAX c207)539-4446 OTHERS. CAP FOR FUTURE 2nd FLOOR L o DWG NO. PLUMBING IF NOT USED IMMEDIATELY. 3 KIM 2885 I LAYER NAME: ABOVE 2 —DPLUMB ROOF I a7- — RL---- VENT THRU ROOFO I =:__==_Jj BELOW ROOF "n _Q» iDU DATE: 7-7-04 �1 I o mt I o 2" LAV/STOOL VENT I y1 TK-70 SB36 I U m, F3 3" TO BE CONNECTED i ---------- -------- TO MAIN VENT BY OTHERS Q l 824 ; va ; . I 1 t CL I = z ' - I > ' Cf ' CL c I a • o z CO o T-1/2' KS_ VENT Z T CONNECTED I � ¢ OBECO ' LAV Of TO MAIN VENT BY OTHERS � ICONNECT 2" FUTURE VENT CL DASHED LINE PORTION TO BE TO 3" MAIN VENT IN WALL CO _ FL Z FURNISHED / INSTALLED ON CO " W.C- SITE BY OTHERS. _- - CL Z DRAWN BY: FL f}- '" KIERSTEN FLW FOR HELP CALL: Of REVISIONS B.T. ,— " " " `` —'—_ KS DATE ITEM FL FL i- - , IFL --,- D W / I L FL � - TO MAIN " DRAIN � ",— CAP FOR FUTURE BASEMENT ➢ LEGEND VENT IF NOT USED IMMEDIATELY. BD BIDET PS PEDESTAL SINK BT BATH TUB RL ROOF LINE T RARNOLD.Box 108IATES,INC. IS CL CEILING LINE S.C. SITE CONNECTION CommoElkhanwealth ofMa IN ss Commonwealth of Massachusetts CO CLEAN OUT SHWR SHOWER Accredited Evaluation and EXPANDABLE CAPES/COLONIALS/RAFTERED RANCHES Inspection Agency SCALE- DW DISHWASHER VTR VENT THROUGH ROOF This document is certified as being inconfortnance / with Massachusetts State N 0 T TO SCALE * ALL PLUMBING BELOW FLOOR LINE AND ABOVE FL FLOOR LINE WB WASHER BOX STAND PIPE Codes and the National CEILING LINE ON FIRST FLOOR TO BE SUPPLIED El t cal SHEET NO. FV 2" BASEMENT FUTURE VENT WC WATER CLOSET APProvedBy AND INSTALLED ONSITE BY OTHERS. KS KITCHEN SINK WOP WASHER OVERFLOW PAN Dale s /^, LAV LAVATORY WP WHIRLPOOL TUB Approval o/Nis docor dews ian tm her*nrte ent,cove 1 ' a-omission min Or ,merlon hOm IM eGuieme M3 Of \J,� appll-bl.State Laws. t 7x"kA"u2jSlDENTL4JL HOUSING SITE DEVELOPMENT PLANS LOT I OSTE.RVILLE-WEST NS 3AD- MARSTONS MILL MA - SITE DEVELOPMENT PLANS RESIDENTIAL HOUSING LOT 1 OSTERVILLE-WEST BARNSTABLE ROAD MAP 123 PCL 65-MARSTONS MILLS,MA APPLICANT: WBC,LLC P.O.BOX 272 YARMOUTHPORT,MA 02675 OWNER OF RECORD: HOUSING LAND TRUST for CAPE COD,INC 259 WILLOW STREET,SUITE 1 YARMOUTHPORT,MA 02675 REF: DEED BOOK 14455 PAGE 72 SHEET LIST: COVER SHEET LEGAL: PETER L.FREEMAN,ESQ. 1.EXISTING CONDITIONS PLAN 1"=30' 86 WILLOW STREET-SUITE 4 2.GENERAL LAYOUT SITE PLAN 1"=30' YARMOUTHPORT,MA 02675 3.UTILITIES/GRADING SITE PLAN V=30' PH. 1-508-362-4700 4.UTILITIES/GRADING DETAIL 1"=20' FAX: 1-508-362-8281 5. SEWER CONNECTION PLAN 1"=40' 6.MAIN DRIVE PROFILE PLAN 1"=40' CIVIL ENGINEERING: DOWN CAPE ENGINEERING,INC. 7.DETAIL SHEET 1"=30' ARNE H.OJALA PLS,PE &DANIEL A. OJALA,PLS,EIT 939 MAIN STREET YARMOUTHPORT;MA 02675 PH. 1-508-362-4541 FAX 1-508-362-9880 ISSUE DATE: 10-24-03 REVISED: 1-7-04 03-208 REVISED: 6-21-04 \: 24'OAK LEGEND +3927 Ci +SI.fiJ 0 (1 UTILITY POLE OLD FAL 0. paq O$ SEWER MANHOLE M \ / " / ^ 1. Q � O ELECTRICAL TRANSFORMER d OL n9 �j 4�'f' 1 ' \ +3 Locus I a ELECTRICAL MANHOLE ry ePpyNSRH a' O \\� •/// /\Nbh�7 ZD o CONCRETE BOUND ¢j RoUr� E 28 _58- EXISTING 2' CONTOUR �eo IN PAVE. N' \ \ \ \ \ ELEVATION 44.55 FROM C.I.S� O ro; FOCUS MAP SCALE 1"= 1000' \ \ \ \ \ \ \ \ \ 9A°o+ ASSESSORS MAP 123 PARCEL 65 \ +se.7� \ \ \ vs\G 111131�Z ZONING: RF 43,560 SOFT. - MIN. AREA' 66J] ' \ '� \4 • RESOURCE PROTECTION 66.0> \ J1. OVERLAY DISTRICT 2.0 ACRES MIN. \TOTAL17 27 87 S.F. 4 ACRES FRONTAGE 150' MIN. SETBACKS:FRONT - 30 FT SIDE - 15 FT REAR - 15 FT - I.PFND. CB DISPL. & STONES0.57 THIS PARCEL IS NOT IN A FLOOD HAZARD ZONE. WATER SHUT OFF 528'2104"E �4°HELD +b9 o9 I \ \sv 0�5 to SITE IS IN THE GROUNDWATER PROTECTION OVERLAY DISTRICT °.00 OWNER OF RECORD: / Sti \ +fi LJs \ \Ss HOUSING LAND TRUST for CAPE COD. INC \ \ +sx.79 \ N 259 WILLOW STREET, SUITE 1, YARMOUTHPORT, MA 02675 / \ \ +6z3 \ \ REF: PEED BOO LAN BOOKK569455 PG BAGE 72 O \,a0 yy 6°.J< +\p�d \ +65.79 60 \ Jgu^ 9 \ . (y\G�Pp�Ap,�6ry G ' I 61\� 4- �d \5 1 C.B. END. DISP. 9m 3 I I I \\ \ +ox�a \ +17J9 W 0.20' + °° ti N24'S2'30" I +6s..s v` W +99 e \ +66.12 +67.09 O �: o r \ \ \ ��. \ z z \ ` O + 56.17 \+ O U - Z 67.35 +69,]] \ ` (7 Z + 1 \ Z o o \ \ g0.0a L3 O O pI I I t V \ ` I U O 1 +G5x6 \ \ \ \ 3 W v Do Doli v O C.B. END. + zm \ #6\ \vs9.e] I o o o I DISP. bq l/5 09'57'W �• 2fi1.18' \c fi6.09 \ 0.24' N 1 / I 588'27'25"W \ \ + n \g �� G*se / l \ ENC MARK: SPIKE SET IN TRAIL \\ 69.06 \ SpN O O O �IW 3� EL VATIOh�65J2 'pJ9.G \ \ I \ iGJ.3c p� p EN 6 Q lL ILl {J LLJ �I 4I e\\\ +G5.0. 66.6+ pa ppS t S0A 1- �i �j Q EW 3 +50. •82.19 \ \+69.25 2 +G.OS +65.97 +6c.5J / +6,.O�SZe�CO ;Ig900 O K K K LOT 2 w w Q\\ 651 \ / N TOWN OF BARNSTABLE \ +fis.lx + / L� a O b + a u +6 49 \ E6.Ox / \ //// t63.63 w m h / / 2 V NIf o 1 Il Q {n6.97/ +G i� � 1.a +65.13 iJL ,y l O / s' +66.17 a ca 65.62 1.21 O o w N Z E- m +66.35 O a LL F+ 6 +6s.zo +fi5.05 �s a• N i �� 547.30' � 6 z J U] a N86-2410"W S z a +65.22 H Q.'an 0fn EXISTING CONDITIONS SITE PLAN o� X 30 0 30 60 90 A In 3 SCALE: 1" = 30' 1 i 03-208 SHEET 1 OF 7 03-205 N 24.OAK Ln LEGEND \ O (l UTILITY POLE � \ ti OLD FAL.F' TREE LINE ,C Z LOCUS (u Q\ 3 1 o CONCRETE BOUND ROUTE 28 1 —— / NAI SET IN PAVE, MPaStONs s'�6 // ELEVAT OAN 4455E FROM G.I.S. O & HCP ACCESSIBLE SPACE ` U Lo PROPOSED BUILDING (TYP.) LOCUS MAP SCALE 1 1000 SEE ARCHITECTURAL DRAWINGS (p�q 9 3 5N "lp ASSESSORS MAP 123 PARCEL 65 ZONING: RF 43,560 SOFT. - MIN. AREA- LOT 1 z , • RESOURCE PROTECTION OVERLAY DISTRICT 2.0 ACRES MIN. TOTAL AREA 278,787 S.F. = 6.4 ACRES t n2�9P 2 7;3 FRONTAGE 150' MIN. SETBACKS:FRONT - 30 FT C2 � SIDE - 15 FT REAR - 15 FT CB DISPL. I.P. FND. NCTs UP" d 0.57 &HELD ES .3 0 - q s� THIS PARCEL IS NOT IN A FLOOD HAZARD ZONE. S28'21'04"E \ \ B HCP RAMP REO. ®q ' SITE IS IN THE GROUNDWATER PROTECTION C3 OVERLAY DISTRICT TREEUNE(ttPJ OWNER OF RECORD: � L\ 12aR J ♦ s DECK(ttP.) / HOUSING LAND TRUST for CAPE COD. INC 6 BULKHEAD(TYP) 259 WILLOW STREET, SUITE 1, YARMOUTHPORT, MA 02675 ( 1 > 4 REF: DEED BOOK 14455 PAGE 72 \�G o 'fcT `I` ins PLAN BOOK 569 PG 8 C,. gh ryn, 0 2 55 VR 5 C.B. FND. 6°\/) \\ ,yo ° \ TR DISP. STOP SIGN °O \\ '1. 'R ♦ N N24 52'30'W AND / ?,, \ \ \ 5 I! T♦ �, o O 2D' PEDESTRIAN CROSSING SIGN COORDINATE WITH .- �' 4•PAYED WALK 8 \ i0 M ' I wo. .. I I� vStOR O Of PpNfJ'fN 9.0' y40F = OU K iR \ I p,0 DOf, S H :_ T I I SEO C Op W Ln 'o m Of GOO i - N a0 C.B. FIND. "['� Y /q ''? \1 f\ ONE WAY-DO NOT ENTER DISP. O I O �I \I I / �,`O'�D SIGN(ttP.) 1 N N 11 1 hl N - 261.18' g 5882725W 1\p\ C.B. �d� D.2409'S7"W O 2 N C.B. \ O^ \ \ NO PARKING DR ip?p D G 4�0� PGA W VI N V) BENCHMARK: SPIKE SET IN TRAIL \ 1Y" SIGN(N,) O O O ELEVATION 65.72 FROM G.LS. \\s\ ryAp ONE WAY SIGN q ?v / zE°t�oR°SENt o°6z°♦ o Of It w 2 _ ?a czeE��`J.InIWs /~ pQw LOT 2 NWNOy, ^' 30'RI O N;W TOWN OF BARNSTABLE C) = M1 i� EXISTING USE: VACANT LAND 6 of PROPOSED USE: RESIDENTIAL HOUSING m w h Op JS z 30 DWELLING UNITS ON 6.4 ACRES 3 TR-M N ? < N PARKING REQUIREMENTS: 1.5/UNIT + 1/10 VISITOR= 50 REQUIRED Onr" ♦? 1 y? s. 5t J♦ / 1 B = ,Q 2 PARKING SPACES/UNIT= 60 SPACES PROVIDED + 2 HCP + 8 DESIGNATED VISITOR SPACES = 70 TOTALv�i o NO ON-SITE SEPTIC- SITE TO BE CONNECTED TO SEWAGE TREATMENT PLANT AT SCHOOL. 2 3B 3B 31 G"o a 3 I / 1.,LOT COVERAGE TABLE: y 5 o 278 7,787 SF SITE AREA / Y) � a $ BUILDING AND DECK COVERAGE: 27,370 SF = 9.8% 1 �2 / a � "a PAVEMENT AND WALK COVERAGE: 49.073 SF 17.6% 3 ry PERVIOUS LAWN AND WOODS: 202,344 SF = 72.67 C1 A 1 L) lz�o TOTAL SITE AREA: 278,787 SF / 278,787 = 100.0% / U2 m h A 5 I, GP REGULATIONS: 50% IMPERVIOUS MAX., 30% NATURAL STATE MIN. z Z. w - '- ro IMPERVIOUS SLOGS/DECKS/PAVEMENT/WALKS- 76,443/278787=27.4% 150% O.K Ip NATURAL STATE- (DEFINED BY TREE LINE) 111,500 SF/2787B7=40% >30% O.K. Q c>z / j d � o C.B. w , 0 3 V) a Ts N86'2a6'24 '10"W Ir 5 \ a o y` > bw En F qy SITE PLAN �0° - x to E- 30 0 30 60 90 .mom SCALE: 1" 30' 1 03-208 -. ... SHEET 2 OF 7 03-20B I I \ 24"OAK ui \, Ci LEGEND a U v J CATCH BASIN .. _ \ / w 0_ UTILITY POLE \ /'/ Cr O O OLD FAL.0.0' t0 O SEWER MANHOLE g a q FI` oa gd ELECTRICAL TRANSFORMER a / 0 1 ELVti.�o .0 LgGus I ,aw: a ELECTRICAL MANHOLE ePFLNM�NtP H SpNO p\.�� N6y q9�z3 1 1 \ \ \ spcf _ z j 1 N of ESE \ 1 a CONCRETE BOUND a t0� \`CS � / f / � (3 J ROUTE 28 -5a-_ EXISTING 2' CONTOUR I MNfLS,\ONS M +s�1� \/ ELEVATION 44 SSL FROM G.I.SE O PROPOSED SPOT GRADE �j,� PROPOSED HYDRANT NOTE:ALL ELECTRICAL PER PUN 10612 LOCUS MAP SCALE = )OOO O BY NSTAR.SUB ECT TO FIELD CHANGES AND/ON -aa- PROPOSED CONTOUR CONSTRUCTION DETAILS FI REQUIRED BY \ \ \ \ \ NSTAR ELECTRIC h GAS W0W7347926 \ - - ALL PRIMARY TO BE ENCASED IN CONCRETE E U.G. ELECTRIC CONDUIT ASSESSORS MAP 123 PARCEL 6S All SECONDARY WILL BE BUILT/MAINTAMEO ByDEVELOPER/OWNER 9 \ \ ZONING: RF 43,560 SOFT. - MIN. AREA* _s_ SEWER LINE '�- I-I"- 1 I \ .. / yJ s _ O O' \ CONNECTION TO PROPOSED 5/ 22 RESOURCE PROTECTION /-� / ° TOTAL\REA 2�87 S.F.�4 ACRES \ CORE%SAVTSTEM. PLANS -- n�7p ol OVERLAY DISTRICT 2.0 ACRES MIN. I\. . CATCH BASIN, LT & PIT / 0 2 \ \.. \ s° �- �` BY$YEARNS h WHESEj FRONTAGE 150' MIN. SETBACKS:FRONT_- 30 FT OO 4' I.D. SMH \ �, \ \ STA: 0 0+ 0 z/ A P(� r Cz.a SIDE - 15 FT REAR - 15 FT I�FND. / m INV. •' ; NC'' s -w- WATER LINE CB DISPL. & STONES 4 63.7 3.7 r� a \ :\ \ \ \ y °o ` yoo cy WATER SHUT OFF 0.57 HELD - ° 6pP THIS PARCEL IS NOT IN A FLOOD HAZARD ZONE. cP S28'21'04"E a/1 1"PLASTIC SE CE SITE IS IN THE GROUNDWATER PROTECTION WITH SHUTOFF P. c3 6 .26 �saP y OVERLAY DISTRICT -c- GAS LINE / OWNER OF RECORD: HOUSING LAND TRUST for CAPE COD, INC 1y a"PRIMARY EL CONDUITS EC, ''y/{•,s' \' a 9 ,(y CONCREtE / B Or•.vn9 P °y 4 -' ,'C.O I INV.�55,3 / \ ,YEN 259 WILLOW STREET, SUITE 1, YARMOUTHPORT, MA 02675 / 1 1 / __u T/a,a_F a,.� REF: DEED BOOK.14455 PAGE 72 LNG ENCASED �' �\3 STA IN PLAN BOOK 569 PG 8 PO �QG g G 5 w < 1+08.5Z C.B. FIND. ]T 4at� 20D N \ iN 3\� I 'S. IN 53.42 16 DISP. $ioP SIGN NF.W YOIE 0 yD G, / 6° \ \ �" R �, I \ iT W N24-52'30W ado (/ 72/38A ,6ry I -�/ .p v,.\.a.�e INV. 62.0 0.ZD' _ PEDESTRIAN CROSSING �,a+• ' I // +� •A \ j°£ :a�x a }• .. 'a\ / y •P \ \ O, O_ SIGN lVF 1i1ti a COORDINATE WRM D.P.W. INS.'S IN EL. 61.92 0 �• ,a 55 7 1e\ \ Z Z errsn v w swas'T,�•:.Yi4° es.o B • _F °HYDRANT -__ \ 9.0. y \ \ _ O N z' STA: 3+85�2 a`;,, e o U 1- � ofINV, V1 10 ' N CONNECTION TO EX15TNG m\ = STA: 0+00 SPU y� SA: 2+04.2 e' /4 O Cl WATER SYSTEM. ° ✓1 �°�ia' - a / I-1 I.re 2 IN I I ®y 63.57 S\ .^P SMH \63.30, /u '" u•s \ � s^:�$ a e 1i-' So U sl .o,n. /J •� $ INV.' 6 57 '\\ oa' a°ac 0.£ SLEn/E `� �''��pl SR ITS I I I o L� I/. iDV' °j J\5\l0 VI / 0.TaC p CONNECT TO E%I$TINC � 6 / r WATE L ..L ie�.y ssp \ INV.' N 6Q.9 c1 59.O.a B'osi ¢ O /i r S 11 C^�� GE N •/C.D. b\W TM SLEEVE&VALVE£x � v m "X2' `S vA \ �' D oT• \ ; '.o I 'sU W _/ N �-_,-- ,(I S ` /'�A•S TAP _ �= O I O C.B. FND. e G \ STA' + LVEa 0 w oW I i Q ONE WAY- p. NOT ENTEfl DISP. SIGN(TYPJ 09'S7"W ¢ SM 4 60AB vDRANTAC \ /v\ N 0.24' Q/O N s66'27'zs..W N\ c.e`. s 8%6AL TEE f s o � ry c)B. I INV.'S IN �Ic162.71 �\ m � k ,� W £ \T V I6V. o a �V '(�{- N •- o ci O %'C` o ENC MARK: SPIKE SET IN TRAIL \ \ 6/ N \ NO PARKING ,Au1,0 n'ev'° �f I\R /'9 zp aT, 62.5 � '4 7' \ 4 fo`So QG N •Wn "`I MATCH E,,11ryry''STNG GRADES A,\ \ INV. ��� SIGN:'(TYPJ ,w \ > > 3 Q' TRANSITIory TO BIKE PA r(i EL ATIO 65.72 FROM G.I.S. \ V� ea e o \ y 0,,,((('� B"xz'TaP oN°GM ye° AT 2o MAL\ \ I 63.57 k9 ^ / N f\ 33 7j �' STOP S`'F'Of0 .aE�9000 � 0= � 0= I�f \ �' r^ _DUE MAY SIGN 2 COORDINAT SIGNAGE WITH OPYI 1 \ \ AiNt O° r \ F• 7Z ,C2 \ _ I SLEEVE ,, gE fAINIO I" W yl = ROPO OPEN G PER q�OUIRED 0 ' / r� HYDRANT /VA LOT �j .ZN N .G 5/4 I\ 6'VALVE\ L�l .G ' �'a�iI � 63:5 N o°nx/ y `.J.. �Cr' In ]0'R B�t6"TEE f 7 ?e a V\ V I / �' ?E O TOWN OF BARNSTABLE �. \ f V ePw IP �\ E�/ 0 6 MaN s y / / o a II a 1 L / wSLEEVEE. ttP.) •� � ° / / ~ oO �q I GENERAL NOTES: STA: y\° _ m 9 °? B"D.1.WPTER LAPIN 6 y'ia0. � / 2 \ 3 TR-M y� a V. 1• 8'®.5% SMH6 o•n iVltf r vl N I V r ? cA W� U N O 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN.15 \ ,V INV' 63.57 z�l CL INV. 61'85i51� APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING / e� 62.36 y I _ CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 2 v 1+40.81 Cpy s J e'a. }' 62.86 ti p Co. (1-388-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR SMH�g _ I Q / 3/ EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION.OF LOCATIONS. s / s STA: 7.11 a ,a _ J s ' m IN l '' SMH7 i COMPONENTS, AND METHODS EMPLOYED ON THIS f :R A/ 2. ALL CONSTRUCTION MATERIALS, E INV. 8°r / a d j PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS �I INV.;,INV. 82 Tfl - s 5% s z AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD ° ° 52.862. 8 7 N 51 .ao\ ?' �E V, SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 3 F a s' r ea 1069�+'r�62.76 I- w 2 .3 ALL SEVER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. SMH e BARNSBLE HEALTH REGULATIONS, AND a I c1 Aa 66 n.. H BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. STA: 6+ 7.10 { G] °f / INVERTS IN 2 F INV'S. IN 47 ry /// EL. 62.31 (� _ 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G:I.S. DATA � j-� m4 m vl rn 4. RUBBISH DISPOSAL IS RESPONSIBILITY OF INDIVIDUAL TENANTS, NO FORMAL DUMPSTER c I E/// G z_ a 6 .2 AREA IS REQUIRED. TRANSFER STATION ACROSS STREET FROM LOCUS. 1'p1A5BC SERVICE `O 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. � �Pl, 6 8".MAIN WITH SHUTOFF TYP Iv Oa 'C G G / 7U!/ G W/ Q •-7 6. GAS SERVICE PROPOSED. LINES 70 RUN TO REAR OF BUILDINGS OR AS DIRECTED BY G ° a'.I ..a o4 N KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. G.9. z"PLASTIC wpTE LINE w w ° cr d G G W--_W V w 5 w i 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. '^ J J 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. p4 \�Eos°N / N862410 W _ V' -1 E_ z> WOOD CHIPS SHALL NOT BE PLACED WHERE THEY COULD WASH INTO DRAINAGE. SEGO°oWoE� / W ? LL 9. SEWER PIPING 4"SCH40 PVC BLDG CONNECTIONS AND 8"0SDR35 MAIN UNLESS NOTED. 'c+5s i OEoo PROVIDE 4"CLEANOUTS TO GRADE AT ALL BUILDING SEWER CONNECTIONS. UTILITY SITE PLAN 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT `D0 1`Sa s INSPECTION BY ENGINEERING AND PERMISSION OBTAINED. 0 30 60 90 m; 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. 30 12. BULKHEAD LOCATIONS ARE APPROXIMATE AND MAY BE SHIFTED DUE TO GRADING CONCERNS SCALE: 1" = 30' 1 03-208 13. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. FOR HLTCC. SHEET 3 OF 7 14. ONE TRADITIONAL RESIDENTIAL LIGHT POST PER BUILDING RED., NOT SHOWN FOR CLARITY. 15. SCREEN ELECTRICAL TRANSFORMERS WITH VEGETATION OR FENCING. o3-Toe CONNECTION 'PO PROPOSED s� TOTAL AREA 278 787 5.F\ f.4 ACRE\ �SE�NER SYSTEM. s _� COOROIAT�WITH PLANSLn BY STEARNS & WHELER, Q /0 TF FF 69.0 \ \ \ \ s/S/ I.P FND. a C2 60 9 \ \ \ STA: 0+00 / CB DISPL. , / �� INV. w ° FF 690 \ \ \ \ \ Q STONES 0.57' HELD / _ x 63.7 6) 3.7 3 0\° \ \ \ \ y �o O j 28'21'04"E X I 69. s\pVC 6),= a B \ \ $4 i i N Lu > O I PLASTIC SERVICE FF s INV. s �J9 Rq P \ \ Z / / \ WITH SHUTOF�TYP. C3 6 .26 \s '^ I 6 y /F C \ / v 1\ 10692/030 fiJ,JO• i S, O �0 '•( 0 1 \$6 / W / 1 125=R-/ (pg \ \ /y \ N j Q /'� }- ---- +�-z/ozo e �P G °\a +8892 4 i \ �,'C.01\\° INV\5.3 STA'' 6 y \� Q 85.5 1 1 IN 62.4 c/ `'J 63. _ m LP1 Ln W / \ 1' W / \�.l•• \ OFFSET:2 / e //�� \ �bCL CB3 N /w w-- w \, s,�. STA:a+lzsa \ \ / �/ cJ 3 �p OFFSET: 66 L 5 m 6 FF 6J.4 S� 66 3J \ \ b V RIMM:: INV.61. l 0 5'R 1 TF 66. ; LP10 s TR-M s y/ \ c.0 FF 6 RIM:65.B, \ � INvs:ss.o ss.J SMH1 \ tFF5 42.89 R /- \ Mq/N TA: 1+08 \ y�' �'w a�o \ `m • INV.'S es sr a+e7.4z T 3 2•• I s X po 9.2 TR � o ;`� ♦.` / ss 'S. IN 53.42 N " m \ / 6.20' I 67 m 3'Ig Sih�'22.1G � INV. 62.08 1`M 60.5 'm 3 a A* OFFSET:s.12 l \ Sul �P PM:65.65' \ a3� h \ P RIM:65.5 a 1` \ err GD.s B s. uv.s1.'0 ry INv's\\59.0 4- STA:.0+8p.22 63,E 6To Q INV'S f�l EL. 61.92 O 6)J / OFFSE:25.4999999 R 65.0 e 55.7 \ \ 'ELL 6e \ a, 1°cl \\ \ \ �� 2" MAI M-_ IHv.so.o w 6' �'I 8 1K , M M STA:wB+5).OB l8 1 C.Q. za INV ALVEEI ° \ \ T'^ sus �i`' \ I S\ I 63.30+0 67.e N\w/` ws/ e STA: 3+85 s s INV. 2°' \ = STA: 0 SPU o B-�. l �ti SMH2 J\`' %\�� C� \ \ CO 63.57 P ��- /� SMH W o_ h s Gs.c StA: 2+04.25 y ° WA x aooe _ N T v F 0 N\63.6U UI 68. s< o69z/oso w� �$ ' TA`O.h00 S \� o Q/ /� .0 FF s9Co /$ s \1002/04G" w/ �'' �(P�/ $$,Q says s INV.' 63 57 r \y I /�/ 1 e 2 joR SLEEVE 6 It \ oQp IN . WATEf�\ LI�IE�w \ SS oR\J INV.' IN 6fl.9 s- 2.5 , bJ. o /v, 1,21 r^ �'PGGE \" TF s] ct 59.0=CEO ;A\�� TOP 1 I' NI 8" D 66 Q, C.O.N to �� g.,X2" v, X oX P�0 \ 66 r .o y m ,z \NCO e' s��s / 1' Lr s, TAP SADDLES >_� ygpO 'y'�p N I \ n \ fi6 S c1 VC�yS79, J c,�00 P n y R '�o ' •\ 00 \ \ ° 62 i \ ly N G /\ S S/ �� 1D 8, \ t s l4 F' -� s ° STA: + o. a V LVE. P• l\ I c 1 \n w o ONE WAY- DO NOT ENTER W 1 's \I I _ \ '^ SM 4 \ ff fig. l0 SIGN (TYP.) 62. \ o w \ B IYDRANT \ N 00 Z \o\ C.B. \ s 6" VALVE f \d�\ \ ob_/oso `I E \ rF 6zo p\ 8..X6" TEE I� \ i�uF- F Ba.o O z INV.'S IN 5L \62.71 �" ti \ CB4. G9e%OBOp� 9,R w o w N s9s !\ s INV.s \ a/w�i o 0 \ � 1 TRAIL ' r\ \� C \ NO PARKING LPS flits:65.5 / cs 62.5 \ +\ K O_ \ J N \ RIM:66.3 Ws:61.0 / fi. Z l J Q v m\ o,\ o INV. SIGN (TYP.) INV'S:61.0 STA:6+26.46 G.I.S. \ \ 63.57 Q• SLEEVE TAP STA:6+05.90 OFFSET:5.93 L J `� \� OFFSET:21,38 L RNV'S66i.p ONE WAY SIGN / / m `" h d/ cs � � TF cJ. 9 SLEEVE n o a o 6+42..6 OFFSET:21.60 L /� r \I \e S ?2 \ C2 w 2" CURB STO a I I N r7'7 HYDRANT 1 ' �i,:�O \\/ w s m \ I 1 / --\ °,// 6" VALVE s a o \ ' �, ,I /• of yr 63.5 2 TF 68.0 " ° 10G9z/96 e ' Q I 3 'R 8"X6" TEE \ 6 ? / / ` I \ i 1? BARNSTABLE 7. \ �� o j d• I a 6" MAIN s 2s / ¢ > > w \1 \I \ -� o 0- . j `J' ° SO 'r�S° DE w�1 E� E__E__ __E .E E_�E� i' O o W W W RIM:65.O INV.61.0 LP6 L \XX W f aTA:J+53.93 ty 6S 1 ;/ TAP' -- ---- - _\y a w \ LP7 \ OFFSET:108.40 R INV'S.60 0 p 20 40 �o/ SLEEV w 6s.7------F- -- --W W SLEEVE 10' E.W (I P'/ RIM:65.8 `? ces _ srA:7+ss.81 a' i \ W -w-- ,T OFFSET: 12s.1a '41 °4T2" C R STOP w w._.-.w- s INv's:so.o r° YYY NOTE:SEE GENERAL NOTES h LEGEND ON OTHER SHEETS \\ �. \�W-�� 8,p,1. WATER MAIN N J STA:7+d1.J3 O OS ENTRANCE AREA 66.1 STA: V+1 .99 S ° 02.2a f , s TR-M r7 4 v, $ �'5%�SMH6 O TH1 \` / F 48.0 / I O II 3 l� S 2 11� -- )4-v �s B i_ "J 4) y 47 1 a5 S'S S �y ` f cJ // / ; / 1w- O] w O D a = 2C SCALES THQ �5 i\s INV' .63.57 �� CL INV. 6 s INV.'S IN 61.60 s 4° 3 f a Q o Q C / s 66.2 62.36 40 Js 38 s 5/s� sse ma n o STOP SIGN NEW'POLE I ® co \ 2 1+40.81 66.2 C.O. \ i N� '\%b .86AND 2 U 1W PEDESTRIAN CROSSING #172/38A ec ctGO�G°o 68.5 Sys 66.. / IN_ ss s : n I STA: +3711 / a SIGN SMH7\ COORDINATE WITH D.P.W. oG�\cec / 8 Eb.6 y -ss6a6- 5 Er INV. 9 s A: +53.75 ° 62.8 TR sc ° v a p` 0 ET: 9.09 L lg2M 53, 0 W INV. INV. f FF 68.5 9 3 O S S � W IFN.4s.J I-a 62.8 62. 51 ,/ 1 rn w \IV. I a A m T/ 10692 0 62.76 FF J o C 7 CIO 1'r7 y/ INv.'S 45.) �flISER flE0 \ F FF .5 C G7 �' S E~ J IoFFsc:°i seai/ + / 4\a PPG`\ fis.o STA: 6+ 10 a I C1 66�" '� ' ° ��� 6 1 2.// z a c3 GO ? ° Ly co`"\q9. w C3 I / �' INVERTS IN OFSET:2�A0 L W INV'S. IN �.47 f / ' a N / N / EL. 62.31 NQ at INV.OUT'a5J E y\ A Q. V] o GO 0 d �7 GO °/ /� 10692/O10 �'� //.✓ � � ° / I i I Ff./' FF J.0 \G" ....7 W F1!1 w_ a z a l�"1-�-Mr /v• G 7" PLASTIC SERVICE 8" MAIN ° c c I ° '�\�%' n '0 w p S ' WITH SHUTOFF TYP i I- > c_ m 0 \ / ^\ STA:,1+zn.n6. _ --w-_- w w ° 0� c cI` v' J_ W a o q C.B. w W c- w o 0 GRIM 4.] 2' PL-AtsTIC 'W�� G��G 0�_G_ INV.OUT 45.7 / "WATER LINE i w- a )47 O N�I c. . UTILITY SITE PLAN � �o\Soy N86'24 IJ-24 ' z zr '10"W w ' MATCH E)gSTNG GP.ADES/ FF = 20' SCALE I: �F PS ��'' / TRANSITION, TO BIKE PATH _. '(\° �� �03-208 QQ AT L20 MAX. ......_ 0 20 40 SF,° FORO S\3,6 03-208 NOTE:SEE GENERAL NOTES&LEGEND ON OTHER SHEETS,SEE SHEET 3 FOR COMPLETE LAYOUT (\a\� SHEET 4 OF 7 L ° .so-- EXISTING 2'CONTOUR �[OM5 \ �� \ \ \ ` \ \ \ \ / BENCHMARK:NAIL SET IN PAVE. - 1M \- �` / EILVATON 44.55 iflOM G,I.S. [ "•< PROPOSED SPOT GRADE \ �•�\ \ k, ♦/♦ LOCUS MAP SCALE 1"= 1000 ',' PROPOSED HYDRANT "L1 no',A rtq[WI iT \ \ 0• FF 69.5 5MN9 a&1"- PROPOSED CONTOUR ui woAio. e \ \ \ \ \ \ - 0• t / SooyAG TF fi8.5tTA SlI,0+80.2 RIM EL zray.Suucnal onus V.G.ELECTRIC CONDUITASSESSORS NAP 123 PARCEL 65 a �� • ___-__ --- 4ONING: RF4358SO.FT.-MIN,AREA• •� SEWER LINE r -� '-- Cox[COON r0 PnOwS[° ♦ `Z v/,RESOURCE PROTECTION �OVERLAY DISTRICT 2.0 ACRES MIN. 2 TOTAL RU 2 B]g.F.�ft;4 ACRE ` _ er ri✓m-v V} •CATCH BASIN,LT!<PIT / °FRONTAGE 150'MIN, 4'I.D.$NTH / ' ` Or SETBACKS:FRONT-30 F7 0° $TA:0+00 ♦SIDE- 15M REAR-15 FT ./ NV, ^, CLEANOUT80nT1> b-w- WATER UrvE CB OISPL. 9 63, ° 31 •� ° \° \ a i AT BIOG ' " LE 0.57 &STONES THIS PARCEL IS NOT IN A FLOOD HAZARD ZONE. °U WATER SHUT OFF HELD - 6pM • �_ 18"GL IN52 Cp \ WALL(ttP.)SITE IS IN THE GROUNDWATOTCTIONCAS UNE / Ip1,a f0 �]CIE IAIDERNLl4'SCH40 SMH3, Sin +832]ELEV:61.80ER 1. Oi RECORD: LEGEND ( wx ,• ] • $' • �" \ / Sin;]+85.27 1 1 . \ 0� • : +90.26 E EV:62.46 HOUSING LAND TRUST f0[CAPE COD. 62.]4 259 WILLOW STREET.SUITE 1.YARMOUTHPORT,MA 02675 s cOxcxn \ J 5 9 (� 'C. I 35.] / a STA:0+00 SPUfl CT J REF: DEED BOOK 14155 PACE 72 Q [I�us[O / I 3/ �] ;>a� ST$ BB.28' ATI "+ 81. ! ♦ \ PLAN BOOK$69 PG B V�' h •.� „r.n ^,,y; n \I • �° / Q W ?G Gq9�G I � /k'\\S � N�� �\� \� / \° .,T59 0./f /♦ p ; 4• 4 1 �2\� INv:55"•i e ^ L e p• 19.2 �TN I+OB.SZ \ C CO C.B.M EVrOL E D. (J lr0 4/ e \ \\\ / M• / M / / \ > Q OISP. N _ N24'S1']O'W a[O6t'aw c /I]2/]8 � 53.42 ' / •` \a \ gINV. 0.2G' °°el°w' ,,;r✓J (� ' //,.' 1\ \\( ,e 4 i,�;'s W EL.61.9 ., 9�" • w ss.] \ \ ^ [` . o.o° I mU'.w .,, / �I�, ' ),' °e'xs'[ I S 1163.30K° Ns°Ow \ "♦ $'`f=STA:N85 •I N $8 r -' SMN2 •�" ♦ \p COxx[cwl to Oosaxo fgI SPUR TO UNIT 1 _ \ I I •NV. ° \ STA: °R'IP`"'-.a'.,ne«':`�r�® ry/. "`,r`I"�•/,',Ie�i/,�-y1'wf/},S/' °� INI V".'- p c.\`I6\3.]0I�.%I I %_�SLL®�,• Ifi3.v nu/♦°/V N°�g•a\W•A,:TyE Rn.,U°V EMx i°W.Q��H s OP'T \' ° y\am.V'S prINaV:A.':o•�2�eI+N0,O�s.Q•. 1 lw[wTm icIx xo$. � SERVICES UNITS ;-6s 6 c SCALE: 1" 40'HORIZONTAL e'vERTICAL T �yET15 .FND. 1 57A' iK \On[S�AY-00 x0i[xRa 1 IN \ o 2 r W N ESP. /Q I I A •R t a(rn.) I.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PUN IS 2f 1.18' $M 4 \\ �\ APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE,THE E%CAVATING ¢ y"V O ry .,an ' SBB'2725 \Y3\ f e xe Ii[[ 4 �� 1•)�7� ', COMPACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE ' 0j 0po yi INV.'S INIq\62.71 °\ e 8 'a C w � 'R.[ 4 INv. l} rr \\ t T (1-88fl-344-]233)AND ANY OTHER UTILITIES WHICH MAY HAVE UBLE,PIPE OR e LOCATIONS. A \ 6 u. W 62.5 �° EQUIPMENT IN THE CONSTRUCTION AREA FOR VE RIFILATION OF LOCH ENC MARK;SPIKE SET IN TRAIL, 1 \ •�/ INV. Iv °' \ v�nriDrij °r { 1 �C ry 63.57 YA9 a Ox[wAY swx I °q V \ \A /rI 65tC O V"0°e°P°wv 2.ALL CONSTRUCTION LL CONFORM COMPONENTS,n1T0 METHODS EMPLOYED ON THIS s "_' ANDJECT WE M SHALL CONFORM TO THE TOWN OF BC WORKS SUBDIVISION REGULATIONS OPw IwAI a f ^Y i0'° T s / v" [p •le AND SFI THE MA55ACHUSETTS AND HI DEPARTMENT OF PUBLIC ED TS STANDARD � 9a. n s^ KC�f ALL CIEICER WO FOR BRIDGES ANO HIGHWAYS AS AMENDED TO PRESENT x$ o 'Wc Olurt t)Fa°In�F ` •_ ( ^ I/ m 4cy ALL SEWER WORK AN D MATERIALS TO CONFORM TO 310 CMR 15,00 TITLE 5, .., LOT z \}/r_ x 6]. / `'°•• 5D ♦//� BARNSTABLE HEALTH REGULATIONS,A 4 Z F TOWN OF BARNSTABIE ' �-v \n u C / Rv� • ..�' / , \ BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONIIEC710N5 AS AMENDED TO PRESENT. o I 3.VERTICAL DATUM IS NGVD29 ASSUMED FROM G.LS.DATA ,..,. i (hT n. w O;oL nAr a[uuu�" ]5 4.RUBBISH RESPIRED IS RESPONSIBILITY OF ACROSS STREET TENANTS,NO FORMAL OUMPSTER T•A}, \ n-P / gI B'®5'A 55MH6+ 99� C \ / �i0 / 11F AREA I$REQUIRED.TRANSFER STATION ACROSS STREET FR01A LOCUS. "Txb GRAPHIC SCALE NV' 67.57 �,'h ycL INv. '" c°Bs T,i♦ • i x / ° ♦�� INV.'S IN 61.fi0 • ) NAP' \ / •/ 5.DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. `Z 1 '' I+gp:g6 5° b �� • N/ e 0 \•!( /'62.86 �o 6.GAS SERVICE PROPOSED.LINES TO RUN TO REAR OF BUILDINGS OR AS DIRECTED BY SMMB w ' h I°• KEYSPAN.LINES ARE NOT DRAFTED FOR CLARITY. m ♦�i - IN • l STA 37 / ( a/ i°•�I�n6 ,51 1 SMHJ ly ].ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE, NV, m8 D wi V' f w'1 4'LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABIU2E WITH WOOD CHIPS. 8. Ev 5 • ( IN FEET) ° �I • INV 6 f 'r � WOOD CHIPS SHALL NOT BE PLACED WHERE THEY COULD WASH INTO DRAINAGE. Vs I inch 40 EL G 5T T" Z r� 5MN &JI /' /'• _ems_ ; ' / 2 " 6276t 0 9.SEWERID PIPING 4"SCH40 PVC BLOC CONNECTIONS AND B'0ONNEC MAIN UNLESS NOTED. PROV SEWERPLAN VIEW STA:6+]10 °+ NERIS IN 0.COMPONENTS NOiOTOSBE BA TO CKGIILED ORECONCFA DCATED ERWTHOUT CONNECTIONS BY ENGINEERING 'ur INV'S.IN 6,.4] iv4 / /�� EL.62,31 .... \� DEPT.AND OWNERS ENGINEER.AS-BUILT DRAWINGS INCLUDING ALL INVERT&AIM EIEV.'S RED. y m SCALE:1' 40' 11. COORDINATE UTllltt INSTILLATIONS AND AVNUBILNY WITH APPROPRIATE VENDORS. °-�I .,?/ 12.TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING.INC.FOR HLTCC. wtm SN 6 T E _^ �0• ^ 1(J • F� / / W� 13,SIX'MINES OF 5101E BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 14.MANHOLES SHALL BE VACUUM TESTED AND THE PIPELINE SHALL BE PRESSURE TESTED PRIOR TO THE SEWER BEING ACCEPTED BY THE OWNER. ]0 SMH3 ' Fi 69.0 5MH5 SMH4 STA:]a 5.2]ELEV:66.40 Ti 68.0 CL STA: +23.56 ELEV:66.67 STA:6+3].10 RIM ELEV:6].0 EXISTING GRO NO SURFACE SMN2 PflOP05 D GROUND SURFACE O STA:2+04.25 EL 65.70 � I STA:2+93.19 ELF 1.66.36 SMH] SMH5 FF 68.0 STA:2+37.11 RIM ELEV:65.75 STA:1+15,99 RIM ELEV:66.30 .. CH A yR ^ `` W CIUNpUT 8"$DR3 PVC AT .Sf r TF V.. ^_� AT Bl G Q _ __ CO WALL(TYP.) SOR3S CAT 0.x SiA:2 01.25 60.00 '^ 8"SDRS PVC e5 5 6+77.1 ELEV:6.27 SMHI 3 Ai .59. STA: +21.56 '67.55" AR-NM' �•-� STA I+OB.57 E 58.3e - a STA:5+2.56 ELEV: 1.]t SLEEVE IN 4'S 40 PVC 2"WAT R VIES 60 CLEANOUT SMH2 _ AT BLOC STA 3+87.17 LEV:61.9 STA:14 3.2] L B1.BD S 2+06.2 ELEV:6.92 p Q II ALL(FYI < STA:2+02.25 EL 60.8D ALS 6'IN F OM UNITS 26-3 RJ'PVC AT SA SE PLAN FO INVERTS IJ.t50 .fflOM U TS-1-G J 3 INv.El 82.86 STn 2]9.11 IEV:62.] STA:2+3.11 EIEV:62.18 B"SpA 5 PVC AT 0.5:4 SEE SP R TO UNI 1 PROFI E ED A150 B•IN FRO UNR$1 -21 W O] 8 MAIN TO E SLE IN 12' NE SEE PUR TO 3 PROFILE ST 1+t3.9 EL 61 4B F R 10'FA H SIDE 0 CFOSSIN N N TE:SIX CHES OF TONE BE DING REM DIED Ix = U HI'T STA:1+J7.99 ELEV 61.60 O WATER TA:2+06 25 ELEV: 0.92 U DER ALL IPINC AN MANHOLE. 8"MAIN T BE SLE ED IN 12 LINE AL50 8"IN FRO1A UN S 19-21 FOR 10' CH SIDE F CROS51 G. STA:1+6. ELEV 53.09 SEE PUN FOR INVE i5 4 MHB NOT SHOWN 11 PROFILE RIM EL.6 i.5 CL NA EL.62.3 - ST 1+10.5 ELEV:53 2 �vT `r STEARNS&WHEELER NEW MH®1 Q j S 50 STA 0+00 RIM EIEV:47.91t 50 AL 50 4•PIPES IN ROM UNI 7-12 2 SEE 1 ERT$ON LAN VIEW �Aa ' r z WuvYARi�� DROP � J � �"� FROMRWY PIPES E STANDAR T FORME _ DETAIL IN SEWER S ECIFICAN0 S. YSEEARD BPIPING BLE NONAGE IWERMAN CHARTER SCHOOL YARD PIPING PUN AND$EWER UYOUf / m M a BY STEARNS 8- A INTO 19 LLC FOR CONTINUATION U d a U UT STA;O+2 ELEV: 4.48 (420'OF B•MAIN TO 19.000 CAL.EOUALI2ATION TANK) w .� ro m� 0 SPUR TO N c.SO .oO o•OO UNIT 13 ° ° STA D+2 T. i.B4 /� a o a (=ELEV.1.91 ST.&HER.) 40 STA:-0+02 ELEV:n1,69 ,.•.J LOT LINE TO UNIT 22 ;:. 4C (' N S a 5 C n Q Q ELEV.41.76 Si.&WHLR.) SCALE:1"=4U'HORIZONTAL F-.R..- '1'\OFI E I E W 1'=s'VERTICAL NOTE:ADD 0.07'TO DCE ELEVATIONS TO LLJ a UT OT LIN TO U IT 22 MATCH STEARNS&WHEELER DATUM. III G3 F SCALE:1 40'H R120NTAL (CO LECTS M M ALL UN 5,SEE 5 UR PROFI E&PLAN VIEW) E^ S1 G ffi 03-208 5+00 4+50 4+00 0+50 3+00 2+50 2+00 1+50 1+0( 0400 Oa50 SHEET 5 OF 7 03-208 I .F ASSESSORS MAP 123 PARCEL 65 1 - ZONING: Ri 4J,S6O SO.R.-MIN.AREA' SEWER LINE _ c D vaavos •RESOURCE PROTECTION /-� / \TpiALY\REpB]S.F.�4 ACRES c ��yyyxOY OVERLAY DISTRICT 2.0 ACRES IN.I14- CATCH BASIN,lT k PR / /^ 'Z \ \ \ ,sa _- ov slFNbn s ml[L[a N, FRONTAGE 150'MIN. _�'c-U SETBACKS:FRONT-30 R 4'I.D.SMH I.P FND. ram° \ \ \ \ \ sC SIDE- 15 FT REAR-15 FT CB O gl'PL STDNES �.'! Q THIS PARCEL IS NOT IN A FLOOD HAZARD ZONE. WATER SHUT OFF S28'21'O4"E �1 HELD A \ \ \ \ S1TE IS IN THE GROUNDWATER PROTECTION O -- OVERLAY DISTRICT -D- / 1 "P ° �s4 \ N$ '� W OWNER OF RECORD: 1 1 ° am ` W lLl HOUSING LAND TRUST for CAPE COO,INC \4 D'� �O 259 WILLOW STREET,SUITE 1,YARMOUTHPORT,MA 02675 / 1 1 __ b ' \a\ \ \ / ' C0 j Q REi: PLLAAN BOOKEE BOOK5694 PG BACE 72 ,FIO h / 1 1 nw" / f NN Li Ln 3' rv2C.B.iNO. So I t•h�^9• lw/ 1 ✓ �\\\ \4,p �aa 1 0 \ +1_ .. � � DISP. t0µ[all / ° \\ • 1 / c \ \ c o z0,3ow coon xarc"frmx° �n,� ' - \ \\I ✓� "�..,g\ \ \ �.A � U .0 GENERAL NOTES: 1 THEPRO%IMATE PR LOCATON Of"EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS AP . IOR TO ANY EXCAVATION ON THIS SITE.THE EXCAVATING COMRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-885-344-7233)AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE.PIPE OR L.C.B.FND. / I I / ! 1 II 45�0 „ \ r-W x9T[xi[p 1 ^^U \' \ EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 528'09517YA Q / ' I 261'LB c. \ s \ 2.ALL CONSTRUCTION MA7ERMLS.COMPONENTS.AND METHODS EMPLOYED ON 1N15 I \p��\A- x wJ 0.24' N S86'2]25W 11 \ AND DUECT THERMASHSACH SMSROEPART EM OOF PUBLIL-WORKSL STANpARD IDN REGULATIO .+ I \q1 6 SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. xw rl 61 w3C\P �n I '# !v A, Y, s �` ALL SEWER WORN AND MATERIALS TO CONFORM TO 3 10 CMR 15.00 TITLE 5, TS ,xY ENC MARK:SPIKE SET IN TRAIL 1 1 \ $' J� \' \ wN(tn.j�x np / R d'u5^ p4, BARNS TABLE HEALTH REGULATIONS.AND 4+T1`•�' '�3( ME°( EL ARO 65.J2 FflOM G.I.S. \ 1''L V I Y 2A9 mill., - ° "' x[wv sxx ] A \ Sf� ff�4 BARNSIABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS AS AAfENDEO TO PRESENT. ] y ��wh/ I ou°D°n" icNwc^Itx H g'W� ao•D y vLaw gFovia[D!�[/ � \\ n•� Ty, M"• *; � '1• °\� / ��7,{��la�•ip9 0 },VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S.DATA / y"^"• LOT z w° ,Z \ 0 =emu I/ \,x //// ' /"p U 4.RUBBISH DISPOSAL IS RESPONSIBILITY OF INDIVIDUAL TENANTS,NO FORMAL DUMPSTER n ' / ' L / ]]] �• cT / ��� AREA IS REQUIRED.TRANSFER STATION ACROSS STREET FROM LOCUS. . / +m7r R P°moo D/ N TOWN OF BARNSinBLE °u�- \� t \ �\ S.DESIGN LOADING FOR PLL PRECAST UNITS TO BE AASHTO-N-20 RATED UNLESS f10TED. �.yN Q n � PLAN VIEW OF MAIN DRIVE G.GAS SERVILE PITO LINES TO RUN TO REAR OF BUILDINGS OR AS DIRECTED BY V 3 8 NEYSPAN.LINES ARE NOT DRAFTED FOR CLARITY. _ L STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 4o5ETi6 j1b SCALE:1"=40'HORIZONTAL ].AL Ta� 'R 4 THI 1 Z D - / /A"/ S.4"LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS NOTE:SEE 1" 20'SHEET FOR DRAINAGE ELEVATIONS ETC. z ��/ WOOD CHIPS SHALL NOT BE PLACED WHERE THEY COULD WASH INTO DRAINAGE. ;y / ( 0 - •V HnYJ$3' I 9.SEWER PIPING 4"SCH40 PVC BLDG CONNECTIONS AND 8"oSOR35 MNN UNLESS NOTE.. 3 1 w•'$n"' w PROVIDE 4"CLFANOUi$TO GRADE AS INDICATED SEWER CONNECTIONS. V} GRAPHIC SCALE J'6 " 10.COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 7. � INSPECTION BY ENGINEERING AND PERMISSION OBTAINED. 40glYOD 11.COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. Z •'� z,' /�C•, I 12.TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING,INC.FOR HLT C. 2 b _ ( IN FEET) 1 inch= 40 fL ' ]0 STA:10+19.83 70 STA:5+09.32 LEV:67. S :7+33 LEV:670 STA 5+09.32 ELEV.67.00 p;}+57 LEY:67.0 STA 10 19.83 ! STA:6+27 EL :65.50 ST 8+57 E EV:65.37 (SU ERELEVAT 0 SECTIO _ _ 057 2787• - 65 65 STA:4+5 ELEV; 1 I I I EXISTINI i GflDDNO SURFACE 60 Ip GO I I I I 1 I I I I 1 I I I I I rLT LT I I I 1 D01• FIN SHED CE ERLINE G DES 1 4 1 I LP4 I I LT LT NO s.My,ECLP:i.UPLEL -j i I + I 1 I 1 I I I I 1 SE PLAN NE FORD LS I I I I OFFSET:21.12 L L J L J RIM:65.5 _J L J LP6 I I I I 1 STA: +21 EL 49.707 RIM:6.5 INV,61.. 55 TJ BASIN C01 @ 62 INV.6.0 ..-Q.M.3 -J _-) .-I--_I _I O O y INV :61.0 55 -- - A:4+02.5 NO :ORAINAl E SHOWN CB4 STA:6 42.31 L_J -J < a 11 +_ OFFS 22.68 SC EMATICALL-NOT TO SCALE ..1P5 .:RIM: 5.5 ..CFiSET'M".W L C 5 COO O SE PUN W (1"=20')FOR STAT DNS RIM:60.3 INV' G1.0 RM:65.0I V.61.0 RIM 65. s AN ELAN VE S OF ALL STRUCIUR S W:61A STA:6+26.46 > -' 00 - F B. FSET:10.90 R NV.60.0 H m W O -- OFF ET:21.36 L S A:8+57.0 O LP] LP6 OFFS 29.01 Q Y Q I CB3 RIM:6c,8 RIM:65,1 50 p U N O STA:4+1.54 p, .ItOLSS -I>. A66y 'D,MS BTA: +43.71 STA:7+55.61 RI:65.8 50 - - RI 66.0 OFFS IT: 102.2d R OF :125.3 IT L 9 IN'S:59.0 IM:65.65 X.8.87.2 6 .-.59..0 '42 Z _ STA:8.80.22 -I OFFSET:25.48 R Q I I I 45 _3 wl 4s STA:0+20.76 LEACH 1 1 I I OFFSET:8.64 R TRENCH I 1 I I O W n 0 RIM 49.7 __-- T tt LT Nv.OUT 45.] I CozIZ Z F STA:'0+23.8B I 1 1 40 O d p L_J R9; I I.6B L R.49.8 INV.IN 45.8 a0 L RIM 51.2 LP2 �•A� F N B. CQ INV,OUT 45.7 INV.' 45.7 RIM 93.3 STA 0+53.]5 INV,45.7 p F OFFSET 19.09 L W W STA:0+86.40 .v<ufv OFF ET:22.90 L - -- '61m nm ^ n1G ? u� ETa N 0O u10 1O b G+ F :a mn 1p� m mUD IP u, 0 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 Q 2+00 2+50 3+00 3+50 4+00 4+50 5+00 W F cc s o+so 1+00 f+50 G 0+00 ' 1 0 0 4 .21 80 0 F PROFILE OF MAIN DRIVE 40 SCALE:1"m 40'HORIZONTAL 03-208 1".=4'VERP.CAL NOTE:PROFILE FOR PARKING AREAS FOR UNITS 1-6 AND 10-18 NOT INDICATED-SEE SEWER PROFILES @ PLAN VIEWS SHEET 6 OF] 03-208 _. .-.. i NFAW DUtt II-70 COVER PROPOSED N-20 FhC NOTE:PUCE FILTER FABRIC BETWEEN _F UBEL[0 Tllwn' GRATE(ttP.) ALL FRAME ANO GRATES UNTIL TWEE PARKING DRILL 3)I°HOLES IN COVER SEE DETAIL IS PAVED SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS Q ` BUTT JOINT ON EXISTING BASE AND REMOVE OLD A "' SEE PAVEMENT CROSS SECTION CAPE COD BERM PAVEMENT TO PROVIDE A STRAIGHT EDGE. I V < C'LOAM AND SEED COMPACT BACKFILL IN 6' AnRAF 140N I� " ALL DISTURBED AREAS LIFTS(ttP.ALL DRAINAGE) L 12%] / _ EPICOVFN STREETS,DRIVEWAYS LAWNS AND •� O INVERT ELEVATION .,• DRILL(2J- A"l AND WALKS (TIP.) MIRAFI 140N FABRIC OVER H-20 HOLES CR055 COUMRY A5 LISTED ON SHE PUN H-D PRECAST SLOTTED H-20 "' • A•' 3 ILOTTED H-20 3"MIN.PEASTONE""�� RISERS I2'0 HOPE ••.INVERT ELEVATION J'PFASIIXNC OVER PIPE 12'0 SCORED N-30 BITUMINOUS SPI I IM LOAM AND SEED tw Q PRECAST 12'O MDPE \ OMOL (2)•1'0•" M TAR ALL COMPONEA5 LISTED 1)N,SIIE.PIAN CORRUGATED HOPE PIPE %ISII pA M NT A SPE I i I A P F1 CI O T (ttP.9'BELOW GRADE) RISER SLOPE I%LAIN. \A$RED. ADS N-12 OR E0. LES �- (TYP) S N-12 OR EQUAL ~ I,..:;.w h•!+•• 2.0'(TIP.) .0'(TIP.)REMOVE _ 2.0'(TYP)... PROPOSED .. B.fAAR J' GRAVEL \UNSUITABLE 1I [ ""SOIL " H-20 1YP 0PIPE �OB�w IPEBASE COURSEENCOUNERED PROPOSED . 1000 GALLON SOLID 12'PN-20. I'.-';";);;'. '+I Qob4obs:oi.�: \\ mm Z ._. .:: .(IF ANY) H-20 '. SLOPE lb MIN. \ \� _j ..: Y . LEACHPIT FOR , 000GALLON "" _ ON5 MIN. 1.:.. �t-..:.r;....e..T.:.._........I..,. ..: 6'0X6'-B'SHOR oU "' LEACMPIT -' �'• EMOUND ' I LP IOODN-2D O E AL IOO OLLWi GRECAST,',„�� O EXCAVATION TON�D ST E �e°%6- PB SINST ALL ROCK ETHANC6 5 K jSTONE I:: 8 SHOPfl I':". �M1 PEYESOLID 01�SPOSED OF AND R PE LACEDWITHS' ' ' TRENCH CROSS SECTION / �\ APPRG� E%oAVATED HALMATERAL REPLACE W LP1000N-20 OR EOWL OR EQUAL / U J / ' ;... .e,' ................ Nr5 OR L BORROW. CLEAN SAND •..:.: ..:,'.. I . I ' .. SECTIONAL PLATE .. \\ . ., : UND R -'•,,6"WASHED STONE UNDERNEA H 3'X3'LEACHING TRENCH ?fRUCTVRE NE E NEA H AP ROVED \ ,l� SECTIONAL PLATE 3/4"-1 1/2- STRUCTURE ............................................... ......i : N. CLEANOVi OETaI: \ Q Ut .........,._.................................................... BETWEEN STRUCTURES WHEfif.SHOWN � ....... BACKFILL WASHED STONE(TYP.) 4'MIN AROUND PIT SEE TRENCH CROSS SECTION AOR MIN AROUND NOTED 0 PIT LIBARON CAST IRON IAO910 SEE PAVEMENT SECTOR \\` V H-20 RATED FEMALE A!MPTOR h 4•THREADED PL G \ .0 VALVE HOX TO 5LEVf.:0 ALLOW MOVEMENT �� Q O DRAINAGE CkOSS SECTION GRADE AT EA.E"°. \' POUr'. CONCRETE DONUT �\ NOT TO SCALE �.v-�` NOTE:NUMBER AND ALIGNMENT OF PITS °Qo^ .°PIPE O.D. °o AND BASINS VARIES.SEE SITE PUN. 12'MIN. \\• CAREFULLY COMPACTED 4.0'0c.._;.IO PVC \/ e"MA% 12'MIN. \' SELECTED MATFR1wL OR 9"MIN �\ GRAVEL BORROW GENERAL NOTES: ADJUST TQ GRADE \� WITH BRICK COURSES H-20 RATED FhC 8'HIGH WITH 3/B'MORTAR JOINTS LeBARON LK III)H-20 6"PVC AT 1%MIN.r•':IECTION SEVIER 1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN 15 2'1"I.D.H-20 PRECAST MANHOLE FRAME AND COVER T r FILTER FABRIC APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE.THE EXCAVATING RISER WHERE REQUIRED LABELED'SEWER'TO GRADE. CLEANOU 1. DP,1 AIL (IF REO'D) roi$p` �a,�°,,F°•."• \' I/2 O.D. CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE RIM ELEVATIONS LISTED A,ej.},>' �\ CAREFULLY COMPACTED B (1-BB8-344-7233)AND ANY QTHER U IUTIES WMCH MAY HAVE CABLE,PIPE OR \ H-20 FOR USE IN PAVED M..IAS 'e"q=�-. 1Ai'4�;y. SELECTED MATERIAL S WE wE a°.d•.. : �. w°4W.. \\ 6"MITI. 7poO EQUIPMENT IN THE CONSTRUCTION MU FOR VERIFICATION OF LOCATIONS. 6, y\\\ ¢� m 2.ALL CONSTRUCTION MATERIALS,COMPONENTS,AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN U IC WORKS STANDARD REGULATIONS PO AND/OR THE MASSACHUSERS DEPARTMENT OF PUBLIC WORKS STANOnPD ----------- TEE. ALL SEICATIDNS FOR BRIDGES AND HIGHWAYS AS AMENDED R PRESENT. ~ UNDISTURBED UNDISTURBEDFIRM MAT IAL ROCK SURFAC ALL SEYIER WORN AND MATERALS TO CONFORM TO 310 CARP 15.00 TREE 5, 4'LOAM k S BARNSTABLE HOUR REGULATIONS,AND BARNSTABLE DPW SPECIflCATI0N5 FOR SEWER CONNECTIONS. o� DISTURBED AR REPLACE ANY 3.VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S.DATA BELOW GRADE EXCAVATION ----------- NG CAST IRON OF UNSUITABLE MATERIAL 4.RUBBISH DISPOSAL IS RESPONSIBILITY OF INDIVIDUAL TENANTS,NO FORMAL OUMPSTER _ AND COVER z UNDISTURBED WITH CAREFULLY COMPACTEDAREA IS REQUIRED.TRANSFER STATION ACROSS STREET FROM LOCUS. a"P SDR35 PVC �SIOE OF FRENR EQUAL 5 SELECTED MATERAA. n5PIPE.INV:S VARY SEE ly IN 12LIFTS,MA%.5.DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. SITE PUN ¢ ALVE •1FORM UP INVERTSTO FULL PIPE HEIGHT VALVE ANCHORING TEEONLY EARTH TRENCH ROCK TRENCH g G.CAS SERVICE PROPOSED.LINES TO RUN TO REAR OF BUILDINGS OR AS DIRECTED BY O INSIDE MANHOLES. W- 12'%6' TURN LEFT TO OPEN.... 7°QOUZ A. KEYSPAN.LINES ME APPROXIMATE AS SHOWN. � � - T�I 7.ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. MORTAR WTI STANDARD DETAIL y40�T1Ypj V 8.4'LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. CONCRETE: N L PSI IN.AT 28 DAYS SEWER TRENCH H-20 DESIGN LOADING 9.SEWER PIPING 4'OR 6'SCH40 PVC BLDG CONNECTIONS AND WOSDR35 MAIN UNLESS NOTED. ASTM C-479 4'0 _ ' 10.COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT PRECAST MANHOLE T'I NOT TO SCALE W,. INSPECTION BY ENGINEERING AND PERMISSION OBTAINED. H-20 FLAT TOP SECTION _ _ ALL FITTINGS MECHANICAL ACME OR EQUAL D�TI, WATER JOINT 11.COORDINATE IRllltt INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. "` FORMED INVERT TO I-!Il-F MAIN .TO MUELLEFIRE R ECENIURNII HYDRANT 12.TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING.INC.FOR HLTCC. FULL PIPE HEIGHT CONCRETE THRUST BLOCK TOM MANHOLE DETAIL III %IB"MIN. SEE C.O.-I.SPECS. 2'-TO" N z 1 C.O.M.N.A AI APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE C.O.M..SPECS. OR UTILIZE EQUIVALENT � �- z O 14.70 OF BARNSTABLE APPROVED SENOR INSTALLER FOR SEWER INSTALLATION REQUIRED. NOT TO SCALE PRECAST THRUST BLOCKS APPROVED BY DISTRICT j NOTE:DROP MANHOLE REQUIRED AT STA.0s00 �./'}r 26 O UTILIZE WYE ON DROP INLET. GA 1TI� VA.1EL Y L L) Z NOT TO SCALE Cj 2 _ Z � s BUILDING DOWNSPOUTS Y Q L THI TH2 TN] iM4 SOIL EVMDATDR:LISA LYONS fly ,.:" ` .4-.G3 V DON:DINE STANTON L NOUT : E W E ` $I1�$ 501E EVALUATOR:DANIEL A.DJAU PLS.Eli SOIL VALUATOR:OANIEL A.OJAU PLS,EII SOIL EVALUATOR:D.WIEL A OJALA PLS.EIT EXCV. ELLIS BROS, RADA - T 6'SAND AUGER 6'SAND nUGER b'$AND AUGER DATE:5-19-04 WHERE REQUIRED 33 1/4" O O O O DATE:6-IB-04 DATE:6-IB-01 DATE:6-18-04 , EL.64.5 0" EL.66.5 0" /\ I EL.64.0 0' EL.52.5 0' _ I 0 ORGANIC 2' 0 ORGANIC 1" O ORGANIC _ A/E HORIZON ROOF DRYWELLS WHERE INDICATED - 24" A SANDY LOAM A SFNDV LOAM A SANDY LOAM LOAMY SAND IOYR 3/2 4,. IDYR 3/2 4• IDYR 3/2 4, - 24 1/4" N CV t OTR 3/4 9, \9 B HORIZON B HOR120N B HORIZON 8 HORIZON LOM 10 RY4 6ND -4'scH40-ROOF-pRAR MANUF, Le BARON, BROCKTON, MA LOAMY SMD LOAMY SAND LOAIAY SAND TO ROOF DRYVIELLS AT 2%MIN. 1 OYR 8/6 IDYR 5/6 IDYR 5/6 EL.49.6 32' MODEL: LK 110 ¢ W w Ti) EL.GT.O 30" EL.63.6 }6' EL.60.8 38' TOP ERC AT bD' - LABEL SEWER OR DRAIN AS APPROPRIATE WE!GHT: 475 LBS D°❑o 0=01-°D o cl HORIZON PERC RATE: I MIN/IN. DRILL 2 1"0 HOLES IN DRAIN COVERS ,�, LOAMY SAND 24 G L.POURED "`• O°�Bj IBA°�°C] I OYR 5/6 <6'IN 4:00 FF TYPICAL C A L ACCESS COVER L�J CT HORIZON Cl HORIZON CI HORIZON EL.98.0 54' \ \ O 3 MEDIUM SAND MEDIUM SAND MEDIUM SAND ROOF DRAINS A °❑°�OQ°QO[] A w v I.Y.7/6 10TR 7/4 2.SY 7/6 NOT TO SCALE ° �F��T° °r�° c O 0 - 5.:GRAVEL 5. GRAVEL 5%GRAVEL MEDIUM SAND CI HORIZON SCALE: 1" = 1'-O" O ' 2.SY 6/4 �\ �❑LILT❑U � .. UU Do CD EL.54.5 120' EL.59.5 TYPE It PROP.H-20 FhC °�°�Raclo[n OE 2 U M PITCH 1.5» 1'TOPCOAT MA55 DPW FINISH COARSE Q Y Q B4' EL.56.0 96' EL.92.0 126" `I TOWARD PAVE BITUMINOUS MASS IDPVI 2'X 2•GRATE O U N O NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED V CROSS SLOPE 2»MA%. I'BINDER PAVEMENT LRBMON LF248-2 OR ED. TEST HOLE LOGS V 4 °°°6'REPROCESSEO ASPHALT GRAVEL 1 I/q„ 4 1/2" EXTEND GRAVEL 6'MIN,/ 'L d - PAST EDGE SIDEWALK MD MI.I1.0 SPEC.NB.ROLLER COMPACTED _ Q REMOVE TOP&SUSSDIL. COMPACT SUBGRADE SIDEWALK CRDSS SECTION ADJUSTING COURSES AS flEdO. W MORTAR ALL COMPONENTS(ttP. "a O BINDER COARSE 3/4"' 24" V) m COLLAR DETAIL f- z F BED FRAME IN FULL 12"%12" NOT TO SCALE O u 3:1 MAX.CU5T SHOULDER 22 OVERALL MAX. 12'X 3' CONCRETE COLOR FLUSH W E- z O] 1'TOP,2'BINDER ROLLED THICKNESS CCBERM WHERE INDICATED(FORMED INTEGRAL WITH TOP COAT ASPHALT) WITH BASE COAT AS W Cti 4' GRAVEL EXTENDS 3000 PSI CV55 i MIN. ENTRANCE BASINS ONLY 'a F CUSS 1 BITUMINOUS CONCRETE 6' 1"TOPCOAT MASS DPw Q N 12"CC BERM WHERE INDICATED MASS DPW M},11.03 TYPE 11 6 CA U Z ',y BERM .BITUMINOUS .. SUPERELVATE PER PLAN VIEW R J/ 2"BINDER PAVEMENT V, 4 $" F m B"LOAM AND SEED OR WOODCHIPS 2S.CflOWN 29.CROWN (THICKNESS AFTER COMPACTION) 4 1/2" d F ON ALL DISTURBED AREAS(TIP.) J a 8'RE-PROCESSED ASPHALT GRAVEL MIAIO SPEC. �!da SECTION A-A w N o 30-MIN NON-FROST SUSCEPTIBLE MATERIAL /.° °°,°\°8'REPROCESSED ASPHALT GRAVEL COMPACTED IN(2)4"LIFTS <j (<10%BY WEIGHT PASSING 200 SIEVE) /(�Yq�� EXTEND GRAVEL 6'MIN, d H v•� IOPW MI.I 1.0 SP2M.RdIiR.-PACTED.TO 95>.MAX.DUIS-MOD.PROUDR MINIMUM FRAME WEIGHT. 4-FLANGE - 295 LBS. \ PEST EDGE PAVE �- _q Z 2 3:1 MAX FILL REMOVE TOP @ SUBSOIL PER ASTM-1557 METHOD D w ."'.• O ¢ COMPACT SUBGRADE COMPACT SUBGRADF 5 E_ R K O GAS NOTE:REMOVE FROST SUSCEPTIBLE MATERIAL V} E- MINIMUM GRATE WEIGHT: 215 LEIS. TO A DEPTH -IF"I BELOW FIN15HE0 GRADE. W 7-, N 'ELEC.,TEE.CATV.CONDUIT REPLACE WITH NCN'TROST'SOSCEPRBLE'AUTEWAL PASS AREA: 255 SO. IN. B"WATER MAIN TYPICAL SECTION THRU PAVEMENT (LESS THAN IDS PASSING#200 S¢ ) F .I NOT TO SCALE PAVEMENT CROSS SECTION FRAME AND GRATE s NOT TO SCALE 03-208 SHEET 7 OF 7 03-208 ,UC - 04 -99 I I •i F'FOn i�' r.c7r�GLU , / O 19?S�p 'ip PAC= ? 2 �v9 S ► 19 MOD (12J09/94) OWEWNG UNFrS PLAN REVIEW CHECK LIST C�-� (��� c�'0" "°'��° cuENT Keiser Industries FILE„ 4026 w.o.r DAr —�°�� ulrrEO aEvs MOoeL(s) !22 COOE(S) S CUEMI CLAsi. $EVIEW ED aY PIRA SEAL FE0UTAEO? 9UIL0IN(',PLAHNIS SYS. E EDITk�►.�vJtwr MECHANICAL SYS.CK LIGHT,VENT, BATH VENT. FURNACE LOCATION FUELS EXIT DOORS: WATER HEATER/BOILER LOCATION . -LOCATION COMUST)ON AIR SLR DUCT WORK-(NSULAT)ON BEDROOM EGASSS-WrNOowSCHeDuLE P/AGRIIL-SI2FJCA4 ROOM SIZES S DIFRJSSRS-SCZ&CF1410CATIONS HALLJEGRESS PATH WIDTH GAS R&F-T Sg%-- OCATION CEIUNG HEIGHT. MAIL APPLIANCE INPUT(MIA-1) AT nC ACCESS TFiGLMOSTA T(S)LOCATION OaERIOR ELEVATIONS SHEETS NU► EIEREU PLUM W.Q SYS.CK STATEITRA INSIGNIA LOCATIONS DATA PLAT-cc LOCATICN AMT)SCAL-D MFGR.a MODE COVER SHE- SUP?LY PIPING-MATtRIAUSiaNG SAFETY GL.kSS SUPPLY PIPNG-INLET/GATE VALVE S rilrf OFr CONSTRUCTION-STRiX-T 1PAI. SYS.OK IS GA-P(FLLSH W.C_ O'rYY ST-3 FITTING SNYE:--> BASEuENT POSTS TRAPARM OF-►Scr -50'OR 2SS MA FGUNOATICN DESGN CLEANOCrft PIERJPOS caer i.w 4 �Tw J. EACH RXRJrREE VENT—cD PIG NO HOR20`(rA-f DRY V_TJTS FOOTl:IG SCH-=XJlc O.AA AGE(O-=.U.)LOADING CONCRET PSI F IIN_SOIL 9GARNG PSF E _cclTnlC-L SfS.CK R PNCFOR C-CLT OR STRAP SPACING CRO.t',I-SPACE ACCESS PA41390ARD LOCATION CRAWL SPAC E V smAn ON P,We BOARD Cl. 1 BANCE GUNDATICA! OrSiCt_AJMEEH B+iEAl�-r`tS 6 YnF SAES r"tC�OR JO1S7/SIZ-EiGRADE—SP`ECIE Fr{UIT-20A APPUArY'E CIRCLICT S J01S7 6 EAR'r?G• L.EDGERn-W4GER IAN.i}NO(2) Krt CHc-N CDJfrTLR REr EPI� (G;:C�) FLOOR G;ROcR-OESIGN.'SPLICING C9A1rP L.KU'IORY CIRCUIT. D';YER CIRCUr ©EARUIC, ','ic11H ,iTEFt`.lJ.1J.iQS _ GnCIF=CcTiS6,�nl/;IUEXTEr?IOR R I C.--.e 5`.,!.I - -- — E:tl—cr.ICri11' F(Tsi1[::::rTT;; F'!? Ri<,F ITiI__`»c,. •F''E EpL^ AECE�riSPACING S.G.O.) S-WrTCHEO LK->- NG&NiCH RCGO-{(FAN W/Lr ES) 1 (E PROT�( TIC)rl Sf;.0; G,kSEOARO F.kTEE S(r:0 RE-EFTS AcOV9- _ FLAU UC44T(S)f L UTY RC1.)41 UGHT FIRE SEP.=r:,a-na.I'r':-.LL.I.I•l_ Fes. V_C6�1 UG G_Ei+Rill( E RG')F SHEA'fHIr•Il3 — _ EAl—rRRXi Pfrrr A'�CE U(JfT(F:G - Y P - --- FIFlE,+r+O GrUFi rTOPPII�:, — -- UGhTs uI r.rnc:r.,rt,;,L '.F CE (iF EC'IJIE. Ir:Sil.v.) '41Clrta_Irr_:In�rITIF1�U (rl:.iUR��. L)GI-r _ r :7Fi L�' .'•Tli''rt"Ir�'TF��,' .:iFl-.. I !'= EPT.^t__ _, ;,�P•.E r'.�.II'. • O7LP. � Thomas G.Gatrunts,P.E. Mitt Romney Commissioner Govemor Stanley Shuman �`��� y�yQ o Kerry Healey Chairman/_ cJG Lieutenant GovernorGary occla Edward X Flynn / /J �C/-�/�h' Vice Chairman Secretary Thomas L.Rogers May 7, 2004 Administrator Keiser Industries, Inc. Jessica Richardson 56 Mechanic Falls Road Oxford, ME 04270 RE: RECERTIFICATION FOR 2004 - 2005 Commonwealth of Massachusetts Manufactured Buildings Program MC #: 137 TPIA #: 03 To Whom It May Concern: This letter is to confirm your recertification in the Commonwealth of Massachusetts Manufactured Buildings Program as a producer of Manufactured Buildings for the period of May 1, 2004 through April 30, 2005. This approval is contingent upon compliance with all previously listed conditions of your approval, and compliance with the provisions of the current Massachusetts State Building Code, Massachusetts 5tate Electrical Code and Massachusetts 5tate Fuel / Gas Code. Yours truly, BOARD OF BUILDING REGULATION5 AND STANDARDS Robert A. Anderson Deputy Administrator cc: Massachusetts Board of Examiners of Plumbers and Gas Fitters Massachusetts Board of Examiners of Electricians This correspondence has been issued from the Board of Building Regulations and 5tandards 167 Lyman Street, Hadley Building, P.O. Box 1063, Westborough, MA 01581 A F'r'P,LZ) L STAMPS DESIGN BASIS aaoaac ....... INDUSTRIES INC ------ EXCEPTICIt. ONE AND TWO FAVIXY OKWHCS ARE CT AW TT;Rl:3-Lv.'-5i'q iLltFzmz� EXEMPT FROM TK EARTHQUAKE LOAD RCOUIREMENTS losi KEISE _51. TRUSSES to PSI.Q.MMO mow tow I-11L F�!11� QPV IQP 04M LIVE LOAD(W. I INDUSTRIES INC . TOP o0v UK Low tv.S.cq Corn.on—ea hAassachusens AC::redited E aluarion and I pw•TOP O.Wo 9"Lew lnlLecIiojnA9encv MODULAR SYSTEMS MANUAL Pv volft*Inv"1.04 FILE NAME RAFTERS SHEET-I iM.AS:.::AC-HUSETTS. NEW ENGLAN[) STATES AND I.B.C. 60 P9-VIOUND 9(Ow LOAD fw.-L Yn 42py•TOP a-=uvc tow(".ME,Vq DATE. Nmi..bl MODELS G" TOP Omm UNC A.060(Mll It.cTl CAPE COD, GAMBREL OR SALTBOX 3/76/02 A TWO OR YOB(WOORKE UNIT PLACED ON A FULL BASEMENT OR CRAW, 10 PV VOT10-OQRO COO LO-O J CEILING JOISTS(STORAGE) SPACE fOlhM)XA;*WIN AM 11KI'MIXT)11/11 ROOF PIEN CAPE p4o my 20 PSF-U14 LOAD S41141 LEVEL U131 COAS11,171jr, OR MORE mODtpZ,,'pLAC(o all 04CLUDE A flll•SHED CORU(RIE.SALTBOX).OR CAWITTEL ROOF SYSTEM. 10 P7 OR ACTVAL.0941-OL d i., A CRAWt SPACE OR 4 TIRjI f-,lL9oAnow. EXPANDABLE COLONIAL FLOORS ___j L-L.; T-RA.PICH 1 _Vjxplc-1.s = L__j A TWO TO 91 MODULE LOIII WITH A PANELIZED ZND FLOM ATIO A MODULAR OR Pvw "wl(21"C MUST A FOUR OR QAE MODULE.SRIrA(011IL"Owl.PLACED ON VKR A CRAW, SITE CONSTRUCTED ROO,PLACED 04 010 A CRAVOL SPACE OR FIAL FOUXOAU. 10 Pgr OR ACTUAL'WOC"t-01 STAI'c USE ONLY WI SPACE OR 4 FULL BASEIJEHI frugmON.MIS STYLE HAS 01 WIERSECITIC RIDGE. IWO MAI HAq A IC WAX.CAN1111VUED 014R RAWC FIR11 W N NO LOAD BI-LEEVEL,T-LEVC1,OR SPLIT-ENTRY ROOR 10 K FIRST 110011.1 10 MP".WAI.OEW".0 VIUQ c'r_ A WPLE LEVIEL UNIT CONSISTWC If F%O TO Sit UOOI PLACCO Of(ITKR FINISHED COLONIAL OR CAPE t A CRAVA.SPACE OR FIjLE BASEMENT fVJNDATtOX WIN A SPIll(MINT.FRONT A UttlIPLE MODULE%Ht MTN A F09ICO VD FIDOR.Ang A$111- LAJ MODULE MAY OV[RHANC FOLPIDArol N'MAX.. 12/17 ROOF PITM P(AC(O ON A CRAWL SPACE OR AU f u-)OLMDATION. = SAMPLE: OF STATE OF NIASSACHUSETTs FLOOR PLAN APPROVAL COVER $MEET NOTES & REGULATIONS ' MASSACHUSETTS mummim, FOR LIST OF ALL APPUCABLE CODES AND REGULATIONS DRAWN 8Y- SEE SHEET 12 Of SYSTEMS MANUAL, MWH RESIDENTIAL I & 2 FAMILY DWELLINGS CHECKED By REVISIONS Ira. USE GROUP CONSTRUCTION TYPE DATE IrOw ......... ME. - R3. R4 58(UNPROJECIED)OR SA(PROTECTED) !j"13- ONL 611/1"(11 lglrlml�lnl Ix"; NH. - R3, R4 58(UNPROTECIED)OR SA(PROT[CrED) Z= VT. - R3. R4 58(UNPROTECTED)OR SA(PROTECTED) MA. - R3, R4 58(ONFROTECTEO)OR SA(PROTECTEOJ ...... inlom RI.P.B.C. -R3,114 58(UNPROTECTED)OR 54PROTEC R3, R4 58(UNPROTECFEO)OR SA(PROTECTED) D)l I PLOT SCALE- I,/. DWGSCALC NONE SHEET NO flu Keiser Industries r Rt 121, PO Box 9000 Oxford, ME 04270 207-539-8883 207-539-4446 2902 Jun 25, 2004 121/22' X 40' CUSTOM EXPANDABLE COLONIAL-WILLIAMS BLDG CO./LOT #1 Total Btuh 28027 O 92 Dtd Total Cfm =`1401.4 Total Gpm 2.8 Trunk = 8 by 21 Total Radiation Feet = 51. O 180 F. Radiation output: 550 Btu per Foot Room Number 1 2 3 4 Room Name FOYER/HALL BATH2 DINING KITCHEN Height 9. 9. 9. 9, Length 8. 4.2 12. 17.8 Width 17. 16.2 12. 16.2 Exp Glass Area 37. 4.5 70. 9. Exp Wall Length 25. 16.2 36. 20.3 Sun Heat /SgFt Kilowatts People x 1000 R INFILTRATION 2798 488 3849 690 F CEILING 38 329 38 165 38 349 38 698 A FLOOR 22 569 22 285 22 602 22 1206 C PARTITION 12 552 12 290 T WALL 20 865 20 650 20 1168 20 799 O GLASS 3 1135 3 138 3 2147 3 276 R SUN LOAD S KW BTUH BTUH 6248 2015 8115 3669 CFM 312 101 406 184 # 6in DUCTS 3.5 2.1 4.5 2. Radiation Ft 11.4 3.7 14.8 6.7 Room Number 5 6 7 8 Room Name LIVING RM Height 9. Length 14. width 17. Exp, Glass Area 60. Exp Wall Length 31. Sun Heat /SgFt Kilowatts People x 1000 R INFILTRATION 3563 F CEILING 38 576 A FLOOR 22 995 C PARTITION T WALL 20 1007 T.R.ARNOLD&ASSOCIATES,INC. 0 GLASS 3 1840 P.O.Box 1081 R SUN LOAD Elkhart,IN 46515 S KW BTUH Commonwealth of Massachusetts Accredited Evaluation and Inspection Agency BTUH 7982 This document is certified as being in conformance CFM 399 with Massachusetts state # 6 i n DUCTS 4.4 Codes and the National Radiation Ft 14.5 El "cal e Approved By of Date JUL4 2 Approval of this document does not authorize or approve any omission or deviation from the requirements of applicable State Laws. NOTES: The Model Energy Codes referenced by the Stale Building Codes require either; R-19 Is( Floor insulolion or proper foundation insulation. This Heat Loss calculation has assumed that R-19 Ist floor insulation is used, provided and installed by others. Without th-eflOorirrsabtiorr-or equivalent foundation wall insulation the home does not have enough heat to properly warm the house. ` I� . I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 Release 3 I I I i I Checked by/Date I TITLE: KIM 2902 T.R.ARNOLD&ASSOCIATES,INC. CITY: Barnstable P.O.Box1091 STATE: Massachusetts Elkhart,IN46515 HDD• 6137 Commonwealth of Massachusetts CONSTRUCTION TYPE: 1 or 2 Family, Detached Accredited Evaluation and HEATING SYSTEM TYPE: Other (Non-Electric Resistance Ttds Inspection Agency document is certified as being in conformance DATE: 7-2 0-2 0 0 4 with Massachusetts State DATE OF PLANS: 7-2 0-0 4 Codes and the National El &o ,� PROJECT INFORMATION: Approvedey 121/22IX401 CUSTOM EXPANDABLE COLONIAL late WILLIAMS BUILDING COMPANY/HOUSING LAND TRUST "°°r""almminardmiati-f—t erequith a entsof e LOT # 1 •"r e^�ssb"applia�Sfate La—quiremen[s of NOTES: *Barnstable is the nearest city to Marstons Mills, used for Mass. Energy Calculations COMPLIANCE: Passes Maximum UA = 267 Your Home = 253 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 747 38.0 0.0 22 WALLS: Wood Frame, 24" O.C. 1369 19.0 0.0 81 GLAZING: Windows or Doors 309 0.350 108 DOORS 22 0.330 7 FLOORS: Over Unconditioned Space 747 19.0 0.0 35 ------------------------ 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 requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the des' load as specified in Sections 780CMR 1 0 and J4 . r Builder/Desi [� _ Date (/ 7" C V E F� E P7— T R P—OF19NV—lo IR P.O. BOX 9000 RTE. 121 FMANUFACTURERMATION: D. BUILDING INFORMATION: OXFORD, ME 000 F. EXTERIOR ENVELOPE THERMAL PERFORMANCE INFORMATION TEL (207) 539-8883 MAILING ADDRESS: P.O. BOX 9000 BUILDER: WILLIAMS BUILDING CO. FAX: (2O7) 539-4446 OXFORD, ME. 04270 ELEMENT CODE REQUIREMENT ACTUALS MANUFACTURING PLANT ADDRESS: RTE 121 OXFORD, BUILDER'S ADDRESS: P.O. BOX 272 DWG NO.: ME. 04270 CITY, STATE, ZIP: YARMOUTHPORT, MASS 02675 WALL 08 .05 KIM 2902 EXPIRATION DATE OF CURRENT CERTIFICATION: APRIL 30th, 2005 . FLOOR 05 .05+ RHODE ISLAND BUILDER'S LIC. # LAYER NAME: MANUFACTURER STATE CERTIFICATION NUMBER: MAINE: MF70000112 PROJECT LOCATION: LOT #1 COCHESET DR., MARSTONS MILLS, MA ROOF/CEILING .033 •026 COVER NEW HAMPSHIRE: M9308019 MODEL DESIGNATION: 12'/22' X 40' CUSTOM EXPANDABLE COLONIAL DOORS .6 .16 STYLE: VERMONT. 50171 USE GROUP: R-4 CONSTRUCTION CLASSIFICATION: 5-B ENDOWS .87 .33 12'122r X 40' CONNECTICUT. N/A FOUNDATIONS .10 N/A CUSTOM EXPANDABLE / AREA: 1ST FLOOR: 747 2ND FLOOR: N/A 3RD FLOOR: N/A COLONIAL RHODE ISLAND: Y9588 VOLUME OF ENCLOSED SPACE: 5976 CUBIC FEET DEALER: MASSACHUSETTS: MCS#137 HEIGHT ABOVE SILL: 25'-0" STORIES: 2 STORIES G. LOCATIONS OF INFORMATION LABELS WILLIAMS BLD CO_ UNFINISHED 2ND FLOOR CUSTOMER:: B. THIRD PARTY INSPECTION AGENCY INFORMATION DATA PLATE: ONE PER DWELLING (SEE FLOOR PLAN) 0 3RD PARTY INSPECTION AGENCY: T.R. ARNOLD & ASSOCIATES, INC. DESIGN OCCUPANCY LOAD: STATE LABEL: ONE PER MODULE (SEE FLOOR PLAN) HOUSING LAND TRUST 3RD PARTY INSPECTION AGENCY AUTHORIZATION: I.A. #03 1ST F.L00R:N/A 2ND FLOOR:N/A 3RD FLOOR:N/A (MA, N.H., CN, R.I.) DATE:7_6-04 TRA LABEL: ONE PER MODULE (SEE FLOOR PLAN) AGENCY AUTHORIZATION EXPIRATION DATE: APRIL 30th, 2005 SPECIAL SYSTEMS: FIRE ALARM TYPE: SMOKE DETECTORS U.L. 217-77 (ME, V`) DRAWN BY: KEISER INDUSTRIES CERTIFIES THAT THIS DOCUMENT CONFORMS WITH THE FIRE SUPPRESSION SYSTEM: N/A H. ATTIC VENTILATION: KIERSTEN SYSTEMS APPROVALS AND SPECIFICATIONS APPROVED BY T.R.A. AND IS IN (OTHER) : WHEN FLOOR AREA EXCEEDS 1200 S.F. REQUIRED: (1) SO. FT. PER (300) SO. FT. Of CEILING AREA. CHECKED BY: COMPLIANCE WITH THE FOLLOWING STATE CODES: ME, NH, VT, RI, MA CT. C. INDEX OF INFORMATION: KC (2) U.L. 217-77 SMOKE DETECTORS ARE REQ'D. (RHODE ISLAND ONLY) ACTUAL: 747 SO. FT. CEILING AREA VENTILATION REQUIRED CODES:FT 49 SQ_ . DESIGN LIVE LOADS: WALLS: 21PSF ROOF: 25 PSF 1ST FLOOR: 40 PSF 2. TOTAL NUMBER OF SHEETS IN EACH SET: 2ND FLOOR: 30 PSF(CAPE / COLONIAL) N/A (RANCH) 4.82 SQ. FT. PROVIDED AT EAVES. (6.2 SQ IN. PER LIN. FT.) MASS STATE BLDG CODE MARSTONS MILLS, MA DWG PG 3RD FLOOR: N/A CORRIDORS: N/A N/A SQ. FT. PROVIDED AT GABLE ENDS (54 SO. IN. PER END) 6TH EDITION DESCRIPTION DWG. DATE REV. DATE ZONE #1 Pf = 25 PSF STAIRS: 100 PSF(CAPE / COLONIALS) N/A (RANCH) 2.75 SO. FT. PROVIVED AT RIDGE_ (18 SO. IN. PER LIN. FT.) i COVER SHEET REVISIONS 7-6-04 WIND HORIZONTAL: 90 MPH TOTAL: 7.17 SQ. FT. PROVIDED 2 1ST FLOOR PLAN 6-28-04 INTERIOR WALLS: 5 PSF DATE ITEM 2A 2ND FLOOR PLAN 6-28-04 3 ELEVATIONS 6-28-04 SEISMIC HAZARD EXPOSURE GROUP #1 4 FOUNDATION PLAN 6-29-04 SPECIAL USE PROVISIONS: NOT TO BE BUILT WITHIN FIRE UNIT LIMITS 4A BASEMENT STAIR PLAN 6-29-04 MUST BE LOCATED 6' FROM LOT LINE T.R.ARNOLD&ASSOCIATES,INC. 5 1ST FLR ELECTRICAL PLAN E. HEATING SYSTEM INFORMATION: P.O.sox loss 6-29-D4 EAthart,IN 46515 6 1ST FLR HEAT PLAN 6-29-04 SYSTEM TYPE: HYDRONIC BASEBOARD, ELECTRIC BASEBOARD, FORCED HOT AIR Commonwealth of Massachusetts 7 CONSTRUCTION DATA & REFERENCE SHEET 6-29-04 RADIANT HEAT Accredited Evaluation and 8 CROSS:SECTION Inspection Agency 7-1-04 FUEL: ELECTRIC, NATURAL, LPG, OIL This document is certified as being in conformance 8A ROOF CROSS SECTION 7-6-04 OTHER THAN ELECTRIC HEAT-MASONRY with Massachusetts state 8B CONNECTION DETAILS 7-6-04 CHIMNEY/VENTING SYSTEM TYPE: CHIMNEY BY BUILDER PER STATE & LOCAL Codes and the National 8C OFFSET CROSS SECTION El ct�ai e 7-1-04 dUILUING CODE OR AN APPROVED EQUAL. SCALE: Approved By D CONNECTION DETAILS 7-6-04 BASEMENT: ._ Hate gut_ 2z • NOT TO SCALE 9 PLUMBING 6-29-04 IF HOT WATER BOILER AND/OR WATER HEATER ARE INSTALLED IN BASEMENT, Approval of this document does not authoraor approve arty omission or deviation from the requirements of THEN EITHER BASEMENT FOUNDATION WALLS MUST BE INSTALLED PER applicable stateUv,s. 11 SHEET NO. STATE & LOCAL BUILDING CODE, OR THE BELOW THE FLOOR WATER LINES MUST BE INSULATED PER STATE & LOCAL BUILDING CODE. 1 W INDUSTRIES INC. P.O. BOX 9000 RTE 121 OXFORD, ME 04270 TE E: (207)539-8883 FAX (207)539-4446 DWG NO. KIM 2902 39'-51/2° LAYER NAME: 1 SUBMTL �PA 12'-0" �—6'-0" 4'-8° 7'-0 3/4° 7'-4° 2'-10° 3'-6° 9'-5 3/4" DATE: pq 2-6�1/4 6-28-04 , I CLOSET (S&R) 3-2. ' ----- (U 1 1/2° 9 1/1" (1.BE)LVL --------------- o o i—�w I I BATH 1 = N = I O'EnO� z 2/6-INT $, 0 I I o Q ti I DINING Rin OOM _ w 2 6-INT SD PHOTO 160 2/6-INT Area=121.342 Ft Q O a I— �� HALL \I B-BOX ONLY FOYER `� I TL=858 PLF I o �, m 1 (2) 1 1/2 X 9 1/1 (1.8E) LVLL _Ln 8 MAX SPAN = 9'- ' r� �- 5/0 CASED IC-1-4 "C_B6 O o TL=342 PLF ES I J� o i m z 11 7 I (3) 1 1/2" X 9 1/9"(1.8E) LVL E.S. 13= B-BOX ' col o a ; 4 I o MAX SPAN=14'-10" i s N i w DRAWN BY: 1 6/0 PARADIGM SLIDER KIERSTEN LIVING ROOM ; 3 KITCHEN 6-° 6'-°�—� FOR HELP CALL: Area=22O.973 Ft N HEN z ' Area=1'{9.249 Ft Ln ----- j 1 o U REVISIONS to to to A-BOX 1 3 co co Q I m ' - --- o DATE ITEM a I � o ' - I o t r ti < I 3 F3(1 1/2') ; ^ i m i i B12 - r It O n z I W2430 W3018 W1230 3 12'-0° T.R.ARNOLD&ASSOCLAT P.O.Bo:I091 PAR3660SH PAR3660SH EMhart,IN 49515 Commonwealth of Massachusetts 4'-2' ��E 5'-4'—�; 4'-2• Accredited Evaluation and NOTE: ALL WINDOW AND DOOR OPENINGS Inspection Agency S-4° 10'=4° REQUIRE HEADER AS (2) 2X10 This document is certified as being in conformance with Massachusetts State 27'-4 3/4" _ SCALE: Codes and the National 1/4n—1'—O" E 'cal Approved B=L— Date - SHEET N0. Approval of thit authorize or approve .. any omissione requiremenls of - ws. r 2 I-N) INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD. ME 04270 TELL (207)539-8883 FAX (207W9-4448 39'-51/2" DWG NO. 27-4 3/4 12-01/4° KIM 2902 7'-10„ 14'-9 1/4n -01 2'-91/4° LAYER NAME: PAR3 60SH 2SUBMTL oc LINEN DATE: z ID n>a SHOOsIIELVEs o M I I6-28-04 ----- o cV o I N o C= - CDCID 1/2 WALL w/CAP = = z m 11 _�}- Q pp d CD "37 G clitD <c Z cD O �_ CID 0= Of 2/6-INT o �— 1/4-INT -- 2/6-INT — N LINEN ; r=v o m t 0 3 SHELVES ' ¢¢ , 0 � I'D ' z PAR3660SH cry ao, N > C N :' O o T.R ARNOLD&ASSOCIATES,nvC. DRAWN BY. CD - - o P.O.Boz 1081 KIERSTEN N ry ; Elkhart,IN 46515 u; Q aTT Commonwealth of Massachusetts FOR HELP CALL: L L J LIJ _ Accredited Evaluation and , CC m ; m o Inspection Agency C� O This document is certified as being in conformance F-- with Massachusetts State W Z Codes and d,eNational REVISIONS i 0 E Of: 1 , \ N Approved BY Da DATE ITEM Qt • � ; te JUL 22 0 ; Approval of this docunerd does not authorize i,approve 12—Oa any omission o<deviation hom the requirement or apptcable State Laws. PAR3660SH PAR3660SH PAR3660SH 3'-0 1/2' 2'-4 1/2a 5-4 3/4' 3�-1E 5_g• 11'-1 3/4° 13'-101/2' < 13'-61/4° NOTE: ALL WINDOWS AND DOOR HEADER 27'-4 3/4n TO BE 12) 2X8 STD ALL ROOM SIZES AND WALL LOCATIONS ON 2ND FLR ARE ONLY A PROPOSED SCALE: LAYOUT BY KEISER INDUSTRIES. ACTUAL 1/4"=1'-0" SITE FINISH MAY REQUIRE SLIGHT ADJUSTMENTS TO FLOORPLAN LAYOUT. SHEET NO. ROOF ON SITE GABLE VENTS ON BUILT SITE BY OTHERS INDUSTRIES INC. P.O.BOX 9000 RTE. 121 MAIN MAIN VENT OXFORD,ME 04270 VENT TERMINATION ROOF CRICKET GABLE VENTS mE: (207)539-Been CONT.RIDGE VENTING BUILT ON SITE BY OTHERS FAX: (201)539-441e 18 SKL INCHES PER UN.FOOT CONT.RIDGE VENTING 12 18 50.INCHES PER UN.FOOT �8 T.R.ARNOLD a ASSOCIATES,INC. DWG N0. P.O.Boat 1091 KI M 2902 Eckhart,IN 46515 Commonwealth of Massachusetts Accredited Evaluation and LAYER NAME: Inspection Agency ELEV This document Is certified as bei in conformance O 1-1 withMassachusetts State t1'G n9 6.2 SO,iNVINYL/u�SOFFIT ® t odes and 11,e National DATE: N? ^ ILL01 [ Effl Approved By 6-28-04 Date J Approval of this dmu-9 does not authorize or approve FINISHED CEILING ar,,dssianorde iae,n from the „sa applirat L-State Lairs. _ 1 ® ® CD � \ _ r Q FINISHED FLOOR O z ILI LnLL O O to > LEFT END ELEVATION FRONT V LULu LU o ELEVATION Q KnQcz L� NOTE: OMIT ALL SIDING AND TRIM LLL ROOF CRICKET GABLE VENTS M Z 'MIN.'235/SELF—SEALING ROOF ON SITE BY OTHERS ROOF CRICKET GABLE VENTS SHINGLES BUILT ON SIZE BY OTHERS TERMINATION MAIN VENT z �— � � DRAWNIERSTEN I CONT. RIDGE VENTING lI1 � I 18 SO.INCHES PER LIN.FOOT ROOF crnacEr GABLE VENTS O � f -- FOR HELP CALL: BUILT ON SITE BY OTHERS I— Cn ---- > U O REVISIONS FMw O z U DArE ISM H =H I U F=7 F=—] F11- 1 1 MT H11 FT] IrMl IM PREP FOR CEDAR —fl SHINGLE SIDING SCALE: -- — — — NOT TO SCALE RIGHT END ELEVATION REAR ELEVATION SHEET NO, LN) INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD. ME 04270 TELE: (207)539-8883 NOTE: REFER TO BUILDERS REFERENCE MANUAL FOR DETAILS AND SPECIFICATIONS. FAX: (207)539-4446 DWG NO. THIS IS A PRELIMINARY PLAN ONLY AND NOT TO BE USED FOR CONSTRUCTION KIM 2902 39'_51/2n LAYER NAME: FOUND 13'-8 3/4" 12'-0 3/8" — - — — — — — — — — — — — — — — — — — — - - DATE: - - - - - - - - - - - - - 6-29-04 I co tno ND I III \ I I III_ ❑o m c o m v I 22y3�n I Dmf= t„ D � � ml III I I I III I I I � Z 2 z t=mn z "r z l III I I CONT. STRIP FOOTING I III 1 0 r -t I III 1 I 3000 PSI CONCRETE FOOTING I III 1 1 - - - - - - - - - -I I S' III I I I I " i z ---►ls�y I III 1 I III 16 x10" (TYP. LASS) I O Q i I I I I I 3000 PSI CONCRETE FOOTING I o Q I I III 1 I I�I I I BELOW FROST LINE I I 0 III I I III 1 I m I I I� I III 1 I O � I I III 1 1 III i o 1 t� I I III I III 1 � I C1.1 I I III i I I' I I I c"' I I III o FLOOR GIRDER - - - - - - - - - - - - I 1 III BEAM BUILT INTO II 3 1/2" CONCRETE FILLED MODULE FLOOR DRAWN 8Y: 1 I III `D I KIERSTEN N RE rW FLOCR OU coMM\n I STEEL LALLY COLUMN WITH SYSTEM BASLtaT SPACES ALL FLOOR OR FMM DAn0M " i PMUTRMI REOI90 PER 07DE 6 TO BE PROVIDED I I I 1 6 x6" STEEL BEARING PLATES. NO 1`100R 1 M°"ISF"'ED ON 91E BY ORMI I FOR HELP CALL: I III 1 ----- I I III 1 I . I III 1 I o REVISIONS I MASS. TYP 10" FOUNDATION I o I WALL THICKNESS I III 1 DATE ITEM I T.R.ARNOLD&ASSOCIATES,INC. I III 1 1 P.O.Box 1081 Elkhart,IN 46515 I I I Commonwealth of Massachusetts Accredited Evaluation and III 1 Inspection Agency This document Is certified as being in conformance L — — — — — — — — — — — — — — — — — — — — — — — — — — — — J with Massachusetts State — — — — — Codes and the National Il p p Q q EI 'cal a r� 13'—U 3 i n `I 13'—U 3/Un Approved By 12'-0 3/4" Date JU APProval of this document does not authorize«approve NOTE: any omission or deviation from the recluirements of applicable State taws. 1.) FOUNDATION DESIGN AS SHOWN ONLY SUGGESTIVE, ACTUAL 2.) FOUNDATION HAS BEEN APPROVED FOR SUPPORT PLACEMENT 3.) FIREPLACE C.C. TO BE SIZED SCALE: FOUNDATION DESIGN SHALL BE BASED ON LOCAL SOIL.CONDITIONS ONLY. TIF DOWN, VFNTII_ATION, ACCESS, AND FOUNDATION DESIGN BY GENERAL CONTRACTOR.AND IN ACCORDANCE WITH LOCAL REQUIREMENTS. SUBJECT TO LOCAL CODE OFFICIAL INSPECTION. 4.} 3000 PSF: SOIL BEARING CAPACITY. 5.) CONCRETE COMPRESSIVE STRENGTH SHEET N0. 3000 PSI. CAPACITY. INDUSTRIES INC. P.O.BOX 9000 RV- 121 FOUNDATION PRINT TOE:OJ' (2D. ) 0W 07 539-8863 FAX: (207)539-444fi FMATR' LS FIGURED FOR STRINGERS TOTAL RISE = 101 I/2" FLOOR FRAMING DWG NO. STRINGERS 2x12 SP � REFERENCE ONLY KIM 2902 F �1/2 12 RISERS 1 13/1� FOR TYP. BASEMENT STAIRS GOTO VIEW: TREADS 2x12 SPF 41/2 1 RISERS 1 3/1" FOUND RISERS 1/2 PLY DATE:6-29-04 17'-01/4" J O Q cr- 13 —8 3/8» o zo Q 4'-2 1/4" o O c NOTE: CUT & REMOVE "ON SITE" BY OTHERS F- 4—9 3/4" <E 3'-2" 4'-0112" Lz v> Lz COMMON RISE L Q STAIR LANDING O W 7 13 16" m / 2x10 FLOOR JOISTS h 2X10 FLR JST =1 / SPF#2 2X6 C a / FIRE STOP DRAWN BY: v KIERSTEN T.R."HOLD&ASSOCIATES,INC. RISE CHECKED BY. v '. P.O.Box 1081 7 1 3/1 " p L y Ettchlth IN ass > W REVISIONS N Commonwealth of Massachusetts RUN _ t g»\ Accredited Evaluation and NOSING \ Q DATE ITEM _ Inspection Agency This document is certified as being in conformance , N ,v _, _o a 1 1/4» I C with Massachusetts State 10 } 7 co - Cedes and the National 00 - L E' `�' e TREAD DEPTH O v i approved By C/ Date JUL 22 10 1/4» Z %�» AW-1 of this docurvd does not audwin or approve I 1 . �J. any omission or deviation from the requi—ts of LLJ applicable State Laws. LAST RISE m —I . d SCALE: P b N /2» 1, 0» r v v v C SHEET NO. r 4A _521 FS a -� INDUSTRIES INC. P.O. BOX 90DO RTE. 121 W � N'r.<N �� m�' �1 OXFORD, WE 04270 3 1 A RA 7ELE. (207) 539-8883 f / 21 FAX: (207)539-+446 ' DWG NO. ' KIM 2902 ---- 3 '/ o .' �Iw I I BATH 1 ---- LAYER NAME: ---------- / J , 1 1 ELEC RD 101m I I DATE: 1 ___ s� DINING ROOM 6-29-04 --- s0 �ro HALL MP ---- JUMP � /---�\ JUMP s/s FOYER 1 JUMP SjSj I �� C-BOX11 ,/ U 1 S 2 ' f— JUMP U "B-BOX" � � S�S �MMER U U , N W 1 CK W� LIVING ROOMPHONE I ;--- -- FLOOR "A—BOX I m� T.R.ARNOLD&ASSOCIATES,INC. 4 1 7 P.O. ,I 465 15 DRAWN BY. Commonwealth off Massachusetts KIERSTEN Accredited Evaluation and KITCHEN Inspection Agency FOR HELP CALL: ' 12 This document is certdied as being in conlormance with Massachusetts State CRYSTAL t Codes and the National ' El 'cal o e 2 �, 4 ELECTRICAL I REVISIONS CONDUITS TO 2nd FLOOR i O O Approved By101 (1 UNDO? >K LIMP 200 SLK a Date JUL 22 DATE ITEM PANEL SW Rl (il 61 Approval Or thm dow—A does not authorize or approve any OrtY55ian Or deViahon ham the requwemeld5 of app6caole State Laws. 13 6 10 5 DESCRIPTION OF CIRCUITS A—BOX 6—BOX C—BOX NO. SERVING nT MARE AWP FLOORS 1 LN RW"Ric 120 14-2 15 2 HALLWAY•LTSREC 120 14-2 15 WALLS 4 KITCHEN DIWN BATH 21TS 120 14-2 15 5 KITCHEN"REC 120 12-2 20 ROOF 6 KTTCHEN"REC 1 120 12-2 20 2 e00 1120 14-2 15 SCALE: 10 RANGE 240 a-3 40 HOOK-UPS 1/4'1=1'-011 12 IDIOM 120 12=2 20 13 RETER. 120 12-2 20 PANEL BOX 14 SMOKE DETECTORS AFa 120 14-2 15 SHEET NO. 15 DtBNG• (EC 120 12-2 20 TESTING 71 A C 1 1 - 0 5 LN) INDUSTRIES INC. P.O. BOX 90DO RX 121 OXFORD, ME 04270 7ELF_ .(207)539-8883 FAX: (207)539-4448 DWG NO. KIM 2902 3-2 '- 4' HYD B.B. ------ s HYo e.s. ——— LAYER NAME: --------------- (D I zlg I I RD 2200 BTUH o 0 1HEAT 3300 BTUH E I-31 N I I I cat I 10 Q I I O s ao x l �I I , BATH 1 m m DATE: I m ------ ---- ---- 6-29-04DINING ROOM HALL -s -Y-DB-B. U_ " 3300 BTUH I 3' HYD B.B. 3' HYD B.B. I Z 1650 BTUH FOYER 1650 BTUH cd F2 I —J t oml t >-o , I t I I ; I U W I Imx , �� LIVING ROOM --- --- I cc) � I � m o T.R.ARNOLD&ASSOCIATES,INC. DRAWN BY: I , Y.O.Box lost Ell&wt,IN 46515 KIERSTEN KITCHENCommonwealth of Massachusetts Accredited Evaluation and FOR HELP CALL: Inspection Agency —1 '--' This document is certified as being in conformance I ———— t i with Massachusetts State --- --' O ---I Codes and the National REVISIONS tt O El 'cal e 8' HYD B.B. ;; - ----- 4400 BTUH----- Approved By DATE ITEM Date JUL 22 0 Approval or this do-t does not authorize a approve any omission or deviation from the requirements of appli able State taws. NOTES: The Model TYPICAL CAPES RANCHES AND EXP. COLONIALS W COPPER PIPES State Buildinnergy Codes referenced by the NOTES: � g Codes require either; 1st floor Insulation be site installed or foundation spaces be conditioned. 1.) ALL H.W.B.B. PROVIDED BY MANUFACTURER ARE 4.) BOILER AND ALL HEAT LOOP CONNECTIONS AT This Heat Loss calculation has assumed that STUBBED THRU FLOOR TO BASEMENT. BASEMENT FURNISHED & INSTALLED ON—SITE R-19 1st floor insulation is used, provided and 2.) TWO 3/4" TYPE °L" HARD COPPER PIPES BY OTHERS. installed by others. Without the floor insulation or SCALE: STUBBED FROM 2ND FLR. TO BASEMENT ARE 5.) ALL EXTRA ZONES FOR 2nd FLOOR TO BE REQUESTED BY BUILDER equivalent foundation wall insulation- and heat source the 1/4"=1'-0" PROVIDED & INSTALLED BY MANUFACTURER Code 3.) ANY ADDITIONAL H.W.B.B. FOR EXPANDABLE 2ND 6.) TWO 3/4" TYPE "L" HARD COPPER PIPES FOR POTABLE WATER home will not heat properly per the Model Energy SHEET NO. FLOORS, TO BE FURNISHED & INSTALLED ON—SITE RUN TO 2nd FLOOR PER TYPICAL. requirements per the home design. BY OTHERS. 7.) TOTAL HEAT OUTPUT AS SHOWN =31,475 BTU/HR. ® 1ST FLOOR. 6 . FEEDER &NEUTRAL LOAD DOOR SCHEDULE PARADIGM WINDOW SCHEDULE (STD. WINDOWS) LIGHTING AND SMALL APPLIANCE HOT WATER BASEBOARD CODES WIDTH HEIGHT THK INDUSTRIES INC. MFCR RELARK WINDOW C SIZE UNIT SILL ROUGH OPEtONG TYPE LIGHT .FT VENT .FL .F(, P.O.sox 9000 RTE. 121 1.)LIGHTING TOTAL FLOOR AREA= 1494 X 3= 4476 VA i Y-T 6-� 1 3 4' INSUI CORE 11ERMA TRU EXTERIOR PAR2637 16'X 37' SIN HI11G 4.13 19 6.68 0)FORD•ME 04270 2)SMALL APPLIANCE: 5 CIRCUITS X 1500= 1500 VA 2 Y-8' 6-8' 1 4' INSIA CCiff TFERMA MI EXTERIOR PAR3037 9 X Sr SIN HUNG S60 259 Z71 T>aE (207)539-e883 1)LAUNDRY. I CIRCUIT X 1500=15DOVA 3 T-T 6'-8• 13 4' INSUIL 1HERMA TRU EXT.SNGf S 35 1 2•X 651 1• 36'X 66' SINGLE 1IING AID 6.42 16.50 FAX- (207)539-444c 4 3'-0' 6'-� 3 4' IN A TRU DBL S 3 31 1 2'X 651 32'X SPI 11.6 .6 1 1st 30I E 0100X= 3000 VA -8' 1 3 4' STEfI TRU fitED00R 344 33 1 2'X 401 1' 34' 41' 7.30 9.68 REMAINDER 0 35%= 3667 VA 6 1-8' G-B' 1 3 4• STEEL TIIERHA TRU FREDl10R 35 1 2'z 351 1' 36'X 36' SIN HUNG 6 70 3 07 9.00 DWG N 0. TOTAL= 6667 VA 7 3-0" s-e' 1 3 CORE WOOD(ILpN PASSAGE PAR3449 34'X 49' SINGE HUNG 895 4.24 1156 KIM 2902 8 2-8' 6'-8' 1 3 8' OLLOW CORE WODD(RAN P PAR3672 m 1 1 HUNG 14. 7.10 1 LIGHTING AND SMALL APPLIANCE: VA y 240=AMPERES= LINE A NEUTRAL LINE B 9 2'-6' 6'-8' 1 3 8' O110W CORE P C1836-2 35 X 351 r 35 1.T X 36' CASE3NENT 6.0 5.98 8.90 27.8 27.8 27.8 10 1'-1D' 6'-8' 13 a 0 L PAR3652 I35 1 2'z s11 3s•X 52' u 9. 13.0o LAYER NAME: HEATING AND COOLING 7.1 7.1 0 It 1'-4' -8' 8' OW PASSA PAR2637 26'X 31' 392 1.87 1)FURNACE BLOWER _0 0 0 12 3-0' i;-e' 13 e' WOOpGiAH PASSAGE PAR3037 pgL ILING DATA 1)AIR TINGCON ITIONER -0- 0_ 0- 13 2-8' 6'-8' 13 8' NUOD17tAN PASSA(ff X 36• Hi6• 3)AIR CONDITIONER 0 0 0 14 2-6' 6'-8• 13 8' W00DGRAN PASSA(ff PAR3266 37 X 66' N_HIM 10.20 S10 4 15 1'-10' HI ING G-B' i 3>T' MOOD(XtAN PASSAGE PAR344 M 1 401 D81-H 34'x 41' UNG 6.32 DATE: LARGEST FAN(S)-ADD 25x 0 24 24 6 1'-4' -8• 8' I 2 35 1 2'X 351 ' 36'X 35' DBL.HUNG S7B 6-29-04 APPLIANCE LOADING11 6' Hi- 1 4' GAS$ DBL HUNG 1.57 18 6-0' 6-8' 1 3 4' SLIDER PEACHTfffF DNSlI CORE 351 1 36'X 72' DBIL HUNG 6. 00 1)EXHAUST FAN 16 16 0 19 6-0' K-8' 1 3 4' PATIO SWNNGER A-1RU OB 01511E OGRE ME 36'X 541 4' EXTENDED ARCH to 1368 2)WATER HEATER 18_8 0 1fl8 10 6-0' 6-8' 1 3 4' SNINGR 1HEAMA-TRU 18 MSII CORE A3618 36'X 18' AWNING 241 245 4S0 3)DISHWASHER 9_0 9_0 0 21 6'-0' 6'-8' 13 4' SINGER NOODGRAII BhFGD C3024 30'X Itr24' CAWNING 29 L45 5.00 4)DISPOSAL 0 0 � 5'-0' 6'- 3 8' 6 NOOOCRAN gl-FGp HR3(NS 30'X 15 1 4' 1 2 ROUND 1.4J 3.175 4)MICROWAVE 0 G0 6_0 23 5'-0' - 3 8' AN SLIDER I NOTE v+M GAM TO BE PROM FOR VMDM a 11VARM LOCA7Nx15 L t I 24 5-0' 6-8' 1 3 6 P PIE NOODLRAN on NOTE WOWS ARE WRC RAB TOTAL APPLIANCE-AMP X.75 LATH APPUANCES 22.1 16.2 22.4 25 5-T 6'-8' 1 3 PAN M WOODGRAN BI-FOID I i I CLOTHING DRYER 23.3 160 233 26 44 6'-8' 1 3 8' 6 PANEL Puff MtTOD(RAN Et-FOLD RANGE 33.3 23.3 33.3 27 4'-0' 6'-8' 1 3 8 6 PAN MASONIIE WOODGRAN G FOLD U) 4'-0' S-8' 1 3 6 P NOODCRAAN SLIDER SERVICE CONDUT(R AMPACITY IL 29 1 4'-0' 6'-8'1 1 3ff 16 PAN MASGHxLw=AN I SIJOER (TOTAL)= 1135 93.1 109.1 LIGHT & VENT SCHEDULE ~ USING _M AMP SERVICE Q ROOM FLOOR GLASS Z OF ARTIF- VENT x OF AR11F- AREA AREA FLOOR LIGHT AREA FLOOR VENT DESCRIPTION OF CIRCUITS LIVING ROOM 220 47 21 23 11 NO. SERVING VOLT pIRE AMP KITCHEN 149 5 3 240 W 4 3 160 CFM DINING ROOM 121 57 47 27 23 1 UV RM•REC 120 14-2 15 BREAKFAST XX XX XX XX x( 2 HALLWA-LISPFr 120 14-2 15 BEDROOM XX XX XX 4 OTGN DINING BATH 2,LTS 120 14-2 is 1 XX )D( XX XX FLOOR PLAN SYMBOL LEGEND DRAWN BY: 5 TOT C 1 0 1 - 0 BEDROOM �( N BY. EN 6 IO BOILER REc 120 12-2 15 gEDR001i1 4 XX X( XX XX XX C.C. - CHIMNEY CHASE LOCATION. 2" MIN. CLEARANCE TO COMBUSTIBLES FOR 1 RANGE 240 8-3 15 BATH 120 W 70 CFM CHIMNEY. ARE STOPPING MUST BE INSTALLED ON SITE BY OTHERS SUB ECT 10 DISHWASHER 240 1-3 40 120 W 70 CFM CHECKED BY: 12 DISHWASHER t2o 1 -2 20 BATH ---- TO LOCAL CODE OFFICAI, HAVING JURISDICTION, INSPECTIONS. 13 REFER. 120 t2-2 20 BATH ---- 120 W 70 CFM 14 SUN DETECTORS AFCI 120 14-2 15 HALL XX XX XX XX XX C.- CLOSET WiTH SHELF AND ROD 15 DINING- REC 120 14-2 Y0 DEN STUDY XX XX XX XX XX L - LINEN CLOSET WITH (3) SHELVES REVISIONS ZI BATH- REC GFl 120 t2- 0 FOYER XX � FAMILY ROOM XX � S.W. - STAIRWELL DATE ITEM XX XX EXERCISE ROOM XX XX XX XX XX W.C. - WATER CLOSET- DEMAND LIMIT MAX. 1.6 GALLONS PER FLUSH(MASS.) ®- SMOKE DETECTOR LOCATION - STATE AND iRA INSIGNIA LOCATIONS 0-ELECTRICAL SYMBOL LEGEND DATA PLATE LOCATION LX1I'LfJ(RECEPTACLES © MCRON BOX OO FOUR WAY SNITCH T.R.ARNOLD&ASSOCIATES,INC. BUILDER REFERANCE MANUAL PAGE INFORMATION GROUND FAULT RECEPTACLE O HnOSTAT /® DOUBLE GANG 4-WAY/SINGLE SNITCH P.O.Box 1081 SECTION 6 PAGE ' GROUND FAULT PROTECTED REC. EEkhart•IN 46515 SWNTCED RECEPTACLE ® PADDY FAN SISA TRIPLE GANG 3-WAY/SINGLE/SINGLE Commonwealth of Massachusetts A. FOUNDATION- 25-27 RECESSED LIGHT FS FiRE SAFEfi,SWITCH Accredited Evaluation and B. RAISED RANCH- RANCH- 28_30 RANGE/DRYER RECEPTAM 0 1EATAAN/IRT Inspection Agency N PHONE E JAGXG This doeument is certified as being in conformance C. 31-34 WATERPROOF al RECEPTACLE FlDURESCENT TELEVISION JACK With Massachusetts state D. CAPE (AND DORMERS)- 35-41 SCALE: UL APPROVED swat£DETECTOR 70 CFIt FaN/uaRr coMso Exi Ex DR ® PANE!BOX Codes and "a"°"a' E. GAMBREL (AND DORMERS)- 42-46 NOT TO SCALE Qam COMPACTABLf PHOTO.ELEC.DETECTOR(MASS) O SINGLE POLE SI11TaR WNRE IN WALL PARTITION pww°vee sy F. SALT-BOX (AND DORMERS)- 40-41, 47-50 e RANGE HOOD 160 CFI.EXH.TO Er. ® DOUBLE GANG SWITCHES G. EXPANDABLE COLONIAL- 51-54 SHEET NO. INCANDESCENT WALL MOUNTED LOT WIRE a CEILING OR f100R Date JUL 2z '� DCJBLE GANG 3-WAY/SINGLE SWITCH � 1NREf WIRE any a obis eac��ne.n does na aw«i:e« H. 4-BOX COLONIAL- 51-54 aPpove SURFACE MOUNTED INCANDESCENT LIGHT OO THREE WAY SNITCH any anisslon«deviation(Eon,Ne reWi ements d I. OPTIONAL ROOF PITCHES- 55-59 HOME RUN TO PANEL BOX Opp we Laws. J. ELECTRICAL- 60-63 K. PLUMBING- 64-71 LWN INDUSTRIES INC. P.O. BOX 9000 RTE. 121 . DETAIL - 3 � - -� ��`O' OxFORD,ME 04270 / �ti TEM (207)539—WW 12 / ti FAX (207)W 4446 33.69'�_8� JA � ' / ROOF RAFTER DESIGNED TO: 40 PSF LIVE LOAD DWG NO. UNIFORM ATTIC: 20 PSF LIVE LOAD KIM 2902 �040 �S®,6� _ xe 2SAF UNIFORM FLOOR: 40 PSF LIVE LOAD LAYER NAME: ';o- SECTION SP FRS N ®' DATE: ON-SITE BY OTHERS Z ti+ ON-Sac��. s" NOTE: ATTIC AREA IS NOT TO BE ,. 7-1-04 MADE HABITABLE, AND IS ONLY z ` { DESIGNED FOR 20 PSF LIVE LOAD. Q o r"INi SITE`P!$TALL 2 x 4 1 [] O L` �b� ROW�To�a,�vt psi 2X8X21'-10" ONE PIECE COLLAR TIES > I A1D"'�"AZ)100 N�•I PANELIZED EXTERIOR WALLS J � OZ �j m L EApi lXi1M lE(16'ac)J TD 1/2� O 2 x 6 SPF STUD GRADE R-19 ON SITE AND ROOF SECTIONS COMPLETED O � ) Q.I Lr) m DETAIL - 2 EXTERIOR WALL STUDS BY OTHERS ON SITE BY BUILDER OR U w U I ® 24"o.c. INSTALLATION CREW _N W c�1 I !- w W C�R-19 ON SITE BY OTHERS ; — ., ZQ _ _ DETAIL - 1 i OI Q Q "� i NOTE: (1) 2X8 COLLAR TIES REQ N z a- IN. Q IN.I 5/8" ADVANTECH CV Q i CLIP ENDS AS SHED DORMERS DUE_ � \ m � x w 00 R-19 FACTORY INST. 2 x 10 � 2 SPF J ISTS ® ,6��0.�. (2) HOLD LENGTH OF TIES 1" SHORT i ' E.S. FROM FRAME LINE TO ALLOW DRAWN BY:i 22 W PROPER CLEARANCE. K►ERSTEN o i R-19 FACTORY INST. COMPLETED AT t m j PRODUCTION FACILITY FOR HELP CALL: ; 2 x 6 SPF STUD GRADE E OF WALLS TO BE j EXTERIOR WALL STUDS (3) TOP PLAT ----- R-19 FACTORY INST. I ® 16„°` LAID-OUT AND MARKED AT FACTORY REVISIONS j 5/8" ADVANTECH FOR ON SITE INSTALLATION OF DATE ITEM I COLLAR TIES PRIOR TO FLY-ON ' (2)7X10 PEW11ElER JOIST/2 SPF OR BTR ROOF PANELS.10" MASS TV. 2 x 10 # 2 SPF �LOOR JOISTS ® 16"o.c. �= 2WO PKEW 1RFAIB RL WALL THICKNESS Br oBTTTs I I/f MOO BMIs C4 0.C_// I NSB►IHN If OF M9D: j WM%At0 VIM If� � T.R.ARNOLD&ASSOCIATES,INC. NO BOOR R OVER CO DI REWIRED IN THE i BE ff N,YDIIIL 9L II COMPLETED ON-SITE P.O.Box 1081 ALL F FLOOR OVER FOUNDATION INSNED BASON RE SPACES _ BY BUILDER Elkhart,IN 46515 . � ALL FLOOR OR FOUNDATION INSULATION REQUIRED I �.: , III III 1 —I E PER CODE IS TO BE PRONDED AND INSTALLED ON SITE BY OTHERS. I Commonwealth of Massachusetts DRAINAGE d SOIL - r _ f Accredited Evaluation and 111 II I ' "k Inspection Agency AEQ.PER CODE Imo; II—I �Old m,D�IE II-11�6. Pe 9 c F=11I I 'v' ING m�I'm I III III_ This document is certified as being in conformance I _ with Massachusetts State SIX M VAR BY OXk I —II I Codes and the National s>ff Io vulr er Tofu j �� I I I�I I I� N SOL mazia:'•�� ...-. .�- _`._ _/Il T'O.,EIHNDE 02<11,D w.[R — _ _. - SCALE: COMPACTED FILL = ' PER CODE I� ::. — Approvt d ey 4„-1 _O„ I 1 II II� 'III= I` 4III=III IIII—_II_II—I I1IIK—II II —- I 1=1111�II��II—III_IIII i IIII I—II - -IIII I ti I�Jllldlll-�I II 1I c ;TTP.DRAPAGETILE JUL", � at � SHEET N0.—� 'ill any om5son«drationhomqmts appikubk Stme Low INDUSTRIES INC. P.O. BOX 9000 RTE. t21 OXFORD. ME 04270 TUL (207)539—MW FAX: (207)539-4446 I � DETAIL - 3 - +- - �� DWG NO. j Cb KIM 2902 '� 2 / I `�� \ LAYER NAME: SECTION 8 / J3.69 --- ---- DATE: 6-30-04 _o 2 11 , N oy o ESQ j F,ps@ N o C) `L O N I R-38 CLG INSUL. '� 00 ON-SITE BY OTHERS �`04 • DRAWN BY. co1 KIERSTEN 1 r— ON SITE" INSTALL 2 x 4 , j FOR HELP CALL: LATERAL BRACE LENGTH OF )0 1/ I ROOF ON TOP OF COLLAR TIES I AND NAIL W/(2) lOd NAILS @ 2 x8 x P `1 ` 10" O N E PIECE C O L L A R TIES R I I 10 1/2" E SIONS L EACH COLLAR TIE.(16"o.c.)J DATE ITEM 2 x 6 SPF STUD GRADE DETAIL - 2 i EXTERIOR WALL STUDS @ 24110.C. L, 22"-0"" T.R.ARNOLD&ASSOCIATES,INC. P.O.Box i Elkhart,IN 46515 Commonwealth of Massachusetts Accredited Evaluation and Inspection Agency SCALE: This document is certified as being in conlormance with Massachusetts State I , Codes and the National ' Eq. 1 AppirovedBy101 SHEETt Date JU2 Approval d this docuaent does na a req authorize a approve arty omission or dtniation hom dm reyulerter115 O/ H applicable State Lays. CC W INDUSTRIES INC. P.O.BOX 9" RTE.121 OXFORD,WE 04270 "ON SITE" FASTEN BOTTOM 2nd. FLOOR 2 x 6 EXT. WALLS TEt.E (207)&y_M FAX (207)5"-4"a PLATE OF EXTERIOR WALLS "ON SITE" FASTEN RIDGE FILE NAME: TO THE FLOOR JOISTS WITH FASTEN TOP AND BOTTOM 2x6 BOARD WITH (1) 3/8"x3" LAG FASTEN 2x8 RIDGE BD. KIM 2902 (3) .131 x 3" MECH. FASTENERS PLATES TO WALL STUDS WITH BOLT W/ WASHER OR (2) TO RAFTER WITH (3) OR EQUIV. @ 16"o.c. OR (1) 3/8"6" (3) .131 x 3" MECH. FASTENERS .131x3" MECH. FSTNR. @ 16"o.c. # 10 x 4" WOOD SCREWS LAYER NAME: LAG BOLT W/WASHER @ LENGTH OF RIDGE OR (4) .131x3" MECH. FSTNR. SECTION 16"o.c. LENGTH OF WALL. �2x8 RAFTER DATE: CEILING JOIST 6-30-04 "ON SITE" INSTALL 2x4x41" (5).131 x 3"MECH. FASTENERS UPPER COLLAR TIE @ 32"o.c. --� BAND JOIST TO CEILING JOIST LENGTH OF ROOF, FASTEN EACH ¢ J END WITH (4) .131 x 3" MECHANICAL z Q 2 x 6 EXT. WALLS. FASTENERS OR EQUIVALENT w I I--- (:::) w U 0 DETAIL — 1 ( BOTTOM OF WALL ) DETAIL — 3 ( RIDGE BD. TO RAFTER & ON SITE FASTENING ) o I zo m F-- N Q U r---) i_1_I z z Q z o X U W DRAWN BY: KIERSTEN CHECKED BY: 2 x 8 RAFTER 2 x 8 COLLAR TIE EXT. WALLS REVISIONS DATE ITEM " ON SITE " FASTEN EACH END OF COLLAR INS— TALL (1) 3/8" x 7" LAG BOLT W/ WASHER TIE WITH (6) .131 x 3" MECHANICAL @ V—Vox. LENGTH OF WALL THROUGH DBL. FASTENERS. / TOP PLATE INTO SHED RAFTER OR COLLAR T.R.ARNOLD&ASSOCIATES,INC. TIE END. P.O.BOX 1081 �� (NOTE: LAG BOLT CAN BE ANGLED Ems+,IN asses 2 x 6 SUB FACIA ) Commonwealth of Massachusetts Accredited Evaluation and (3) .131 x 3" MECH. TOP OF WALL Inspection Agency FASTENERS@ E VERY This document is certified as being In conformance with Massachusetts State ROOF RAFTER. 2nd. FLOOR 2 x 6 EXT. WALLS Codes and the National SCALE: l 1 4„—1,—D" Approved!Ll DETAIL — 2 ( TOP OFWALL / RAFTER ) °ate SHEET NO.: Apprwat of this dacu„er(does not authorize a appwe any omission or deviation hom em mqukernents of .. applica6k State Laws. 8 LJ INDUSTRIES INC. F.O. BOX 9000 RTE. 121 OXFORD, ME 04270 TELE: (207) 539-8883 T.R.ARNOLD&ASSOCIATES,INC. FA (207)539-4441; Y.O.Box 1081 DETAIL - 3 Elkhart,IN DWG NO. I Commonweallththof Massachusetts Accredited Evaluation and KIM 2902 Inspection Agency -I This document is certified as being in Conformance with Massachusetts State LAYER NAME: Codes and the National SECTION EI c 'cal o 12 � 2 Approved By _ Date oun 2e o DATE: / Approval or this dwaanem does aulfwrize ar approve 7-1—04 G arty omission o<deviation han Me requeements of \ / applicable sate Laws. 0 11 \ V \1 /\ JJ, 69 v U _ ry-) It I 0.C, IZ co o N TF� N N o0 R-38 CLG INSUL. s �`O�- c. N 2� ON-SITE BY OTHERS '6�, — i C� N DRAWN BY: CY) KIERSTEN FOR HELP CALL: REVISIONS "ON SITE" INSTALL 2 x 4 , DATE ITEM I LATERAL BRACE LENGTH OF I 2f6x 11'— 1011 ONE PIECE COLLAR TIES ROOF ON TOP OF 10 1/ I AND NAIL W/() 10dLLAR NAIILSIES @ I EACH COLLAR TIE.(16"o.c.) I I 10 1/2 I 2 x 6 SPF STUD GRADE EXTERIOR WALL STUDS @ 24110.C. DETAIL - 2 SCALE: 3/4"-1,-0" I� SHEET NO. 12 - 0 8C INDUSTRIES INC. P.O.BOX 0000 RM 121 OXFORD,ME 04270 TELL (207)Sn—aM FAX (20n3W—"40 2 x 6 COLLAR TIE EXT. WALLS DWG NO: 2 x 8 RAFTER KIM 2902 F�-4"ox. ON SITE " LAYER NAME: SECTION FASTEN EACH END OF COLLAR STALL (1) 3/8" x 7" LAG BOLT W/ WASHERTIE WITH (6) .131 x 3" MECHANICAL LENGTH OF WALL THROUGH DBL. DATE: FASTENERS. TOP PLATE INTO SHED RAFTER OR COLLAR 7-6-04 TIE END. NOTE: LAG BOLT CAN BE ANGLED) �'—' ¢ 1 2 x 6 SUB FACIA ( cn z (3) .131 x 3" MECH. o Q FASTENERS @ EVERY TOP OF WALL o 0 0 ROOF RAFTER. 2nd. FLOOR 2 x 6 EXT. WALLS w v LthiSOLD&ASSOCIATES,INC. Q w Z P.O.BOX 1091 Elkhart,IN 46515 m DETAIL - 1 A ( TOP OF WALL / RAFTER ) wealth or Evaluation an setts Accredited Evaluation and O W nspection Agency I Z Z nt is certified as being in conformance �� Q with Massachusetts State Codes and the National El 'cal e � By I�� JUL 22 DRAWN BY. is doornenl does nut audtarize or approvead"imimfrmthere4"ene"tsof KIERSTEN apWk ble State taws_ "ON SITE" FASTEN RIDGE CHECKED BY. BOARD WITH (1) 3/8"x3" LAG BOLT W/ WASHER OR (2) .131x3" MECH. FSTNR. @ 16"o.c. REVISIONS LENGTH OF RIDGE FASTEN 2x8 RIDGE BD. DATE ITEM TO RAFTER WITH (3) # 10 x 4" WOOD SCREWS OR (4) .1310" MECH. FSTNR. / 2x8 RAFTER "ON SITE" INSTALL 2x4x41" UPPER COLLAR TIE @ 32"o.c. LENGTH OF ROOF, FASTEN EACH END WITH (4) .131 x 3" MECHANICAL FASTENERS OR EQUIVALENT SCALE: DETAIL - ?..A ( RIDGE BD. TO RAFTER & ON SITE FASTENING ) 1 4" = 1-�0" SHEET NO.: 8D , 3 I I FIIIzzr IIIWNW III :OXFORD, 99 nnW - -- -- ➢ LEGEND 0 RTE. 121 is E 04270 oIm I B 539-88e3 PS PEDESTAL SINK 10 7EL FAX (2D7)s3s-a44s BT BATH TUB RL ROOF LINE CL CEILING LINE S.C. SITE CONNECTION DWG NO, CO CLEAN OUT SHWR SHOWER KIM 2902 D/W DISHWASHER VTR VENT THROUGH ROOF FL FLOOR LINE WB WASHER BOX STAND PIPE LAYER NAME: FV 2" BASEMENT FUTURE VENT WC WATER CLOSET KS KITCHEN SINK WOP WASHER OVERFLOW PAN PLUMB LAV LAVATORY WP WHIRLPOOL TUB DATE: 6-29-04 --- --- , EXPANDABLE CAPES/COLONIALS/RAFTERED RANCHES I Ae 1 * ALL PLUMBING BELOW FLOOR LINE AND ABOVE BoDVOVE 2'-0" CEILING LINE ON FIRST FLOOR TO BE SUPPLIED --- --- RL---- VENT THRU ROOF AND INSTALLED ONSITE BY OTHERS. 3 BELOW ROOF , m Q -- e - 00 T.R.ARNOLD&ASSOCIATES,INC. I P.O.Box I �� I El&vi,IN 46515 _J = Commonwealth of Massachusetts - C� I Accredited Evaluation and I Inspection Agency I This document is certified as being in conformance ' with Massachusetts State ' Codes and the National ' E 'ca&e �L 1 I 1-1/2'LAV.VENT Approved By TO PROPOSED 2nd FLOOR PLUMBING 1 TO BE CONNECTED FURNISHED/INSTALLED ON SITE BY I TO MAIN VENT BY OTHERS Date � L 22 DRAWN BY: — ArovW o/tltis dm—ft does riot-0.6o,a apptore KIERSTEN OTHERS. CAP FOR FUTURE 2nd FLOOR ' ,,,„—�de aionfron,11.eq irena,ts« PLUMBING IF NOT USED IMMEDIATELY. I CL applicable state tam. I z FOR HELP CALL: TO MAIN jt:; DRAIN CO TO BE CONNECTED REVISIONS _ -- TO MAIN BY OTHERS LAV -i----' DATE ITEM I CONNECT 2'FUTURE VENT TO 3'MAIN VENT IN WALL FLCLW.C.CLCAP FOR FUTURE BASEMENT FL TFLGENT IF NOT USED WMEDIAIEIYF r — C V ` _ FL FLU_ _ _--'� DASHED LINE PORTION TO BE ^El D/W —� FURNISHED / INSTALLED ON SCALE: SITE BY OTHERS. NOT TO SCALE CO — SHEET NO. 9 C o � CONNECTION TO PROPOSED \ TOTAL REA 27�,787 S.F. _ .4 ACRES SYSTEM. s / C) / COORDINATE- WITH PLANS s/ / 2 S0 BY STEARNS & WHELER c 0 TF � \ \ � FF 69.0 \ \ � 5/ \ d so / v CZ \ s I� CB DISPL. IP FND. �; INV. �S° FF 690 � \TF 8.0 � � � STA: 0+00 �/STONES ,� 63.7 \� a 0.57 �..�� � 3.7 3 \ � HELD s 6.p N 6, ti � 28 21 04 E 1 " PLASTIC SERVICE TF FF 68.5 INV.\S V C@ s'2 3 B Rq \ \ \S4 LO� �i O O WITH SHUTOFF TYP S �' \ \ W 1 C3 6 .2 6 s g I 6 y �F EQ \ �� ? / 10692 030 �O 30.00 Coto I � Z J Q 1 11 E / S6 �LO 0 1 12 RJ o o J 1 -3 E Jr�v 6 62 _I o o 3 2 020 F S H 9 , \ y J 1 1 - _ - - - / - - - �aa 6T�0\ ���ILL� 6 3 4 \ � 'C.0 \° \ INV. 55.3 v - ST +88.26 y 1� 63. s \ Q 1 � '� \ 2� RIM: 65.5 1 IN 62.2 C W � 1 / 3 �� \ LP3 INV. 61.0� W W \ �,• STA: 4+02.�9' s _ '`� W r-W W OFFSET: 2� L C83 N S �C y V) W W� \ \�• 66s . STA: 4+12.54 59 \ ' C /' < < \ � �Q ° OFFSET: 29.23 L \ F 66.4 �'� •p W RIM: 66.0 S b' FF 67.4 s \ INV. 61 X \ 1 uj) 0 5 R TF 68 >` I LP 10 6' / \ ?�_�0) / \ \�� Q \ / C.0 FF 6�. 3 RIM:65.8 \ TR-M \ _ , SMH1 / O \ \ ^� �• \ °O 0 I N V. S 68, FFS +87.42 / 3 2 M 1 \s 0� \ loxP� \ �� �, 6 5 3 \ glti T9.2 A: 1 +08. 4 ° I S. IN 53.42 _ g � 3 \ \ \ � \ �O / \ TR 3 \ \ \\ S A: 4+22. R / rn 4 OFFS • 21.12 s.20'I N V. 6 0.8 8 •� - �/- i \ ss � 3► ° 6 3 \ �x� RIM 65.5 °-' J I �• g =Q rn '�d yu► F 69.5 \ / �� 0� 1 r \ 68.5 � Q� z INV.\61.0 � RIM: 65.65 � o Z� \ B 111�-yam \ /ry INV'+: 59.0 �- 76+ 6 I INV. \ > > Q \ * STA 8 8 22 CB6 5� by - I INV. S EL. 60.05 O s,3 OFFSET: 25. 65.0 55.7UELL ANT 668 ��' 1� 11 \ 8„ �/ 2'M MAI M A" sra 8+s�08 W W I 6 `�,, <� �, ,� 11�1q1/V F ' w�FSEr:W2s-� '8 C.O. aLv � S ► I INV ��^`� \ � s�s 5 � I \ s. y � EE I I ° s \FOR �,a \ \ P\N �� - - - - - - _ , 9.0' 6 TF 6 TR I S�\ I 163.3 6? \���,/'� y \ $, Nj STA: 3+85 s o o ss� X 6'; d FF 68. I ► H INV. `!' \ s = STA: 0+ SPU o s �� �, SMH2 \ � o i 63.57 a moo. 66 ss StA, 2+04.2 �, \ co o z= r _ 2 \ I N / I °� \ �,ossz oso S M H 3 1� s .4 \ `' \o WA a 8 Z i �n I U TF s8. cs oG \ / �s TA: ( -+00 S 63.3G1 s \ o FF 69.0 t ti \ /�� � � C2 � ��� 1os�a/o4cf" � P 1 S� ys W � ° INV. 6 57 \ 1 ,� \ ° // Co 2 \S\ Fz SLEEV IN\ 30 \�� �0 SEWER L E� / �� � \ s �+ Ogp I IN I s ,, \. O R 2.5 _ Q S o INV. IN 5�.4 c1 59�0� coN 8 D � �-- s� � 20 SEC�`(ION`��/ 2 � �� GAS \ W y o „ e s7'� C.O. �; / / LO (2) 8„X2" 0 12" PIPP -0'\`21 'o PG \ \ FF 67 0 ,, C.0. 66 sus � s TAP SADDLES / 5 ° �, x y QP`I� ss y \0 6 TAP v o �'\ \ 0 G 66 5Z A�I1 /S 0o �� R „ "S o w�oo s s N� s 8 \ 66 STA: + v LVE �- 4,- _ 1 I ,� �° ,� Z z \ c T s8.o = •� ONE WA DO NOT ENTER 1 \ I N 4 \ W o \1 I SM 4 FF s9. I-p \ SIGN (TYP.) w 1 y �663 ' 62. , '� O � v . _ . YDRANT `J1\ r R. -- \ s B 6" VALVE \ \?,� 06 /090 I E \ z .. \ \ \ ,. \ ` WFF 68.0 O z NV.'S IN EL-A 61 .31 �, ► 66 \ B \ Z : z W �/ W U\' \\ \_ 'V' �o y \ CB4 1 692J/080 F s 6 66 I N\/.'" o O r x o. LP'5 RIM: 65.5 - V 0 TRAIL. \ \ \ N 0� I NV. o- \ \ No PARKING RIIM: 66.3 INV'S: 61.0 ' H 9 663 62.5 \ \ ° / w � \ rn 0 �, SIGN TYP.) INV'S: 61.0 F' �O _ �, w Q o W G.I•S. \ \ ( STA: 6+26.a6 C� +' \ 6 3.5 7 (k. STA: 6+05.90 OFFSET: 8.93 L LP6 I \ \ W N W /OFIFSET: 21.36 L INV'S: 61.0 ONE WAY SIGN / 1- .7 rF s . �� 8 X8 TEE M o RIM: 66.3 O) c9 n " " Vzr- Q \ /07o STA: 6+42.31 FF 68.0 & GATE VALV ►0 0 0 0\ TH2 OFFSET: 21.60 L <v 22 0 1 11 ) C2 2 \ � � � � � /� \ � -�\ � // H HYDRANT\F 3s°� o \ ss� � i .- co rn `' 2 s 6, \ 1 / 6,. VALVE \ N N I I I / o T •� 63.5 TF 68.0 10692/ 1 1 / i 3 'R 8"X6" TEE \ E / BARNSTABLE Ar, o \ / • ], \ 2 , W _LLJ _LLJ _ - �� Q W W W 0 Of cr Of uW \ 0 E E E �►► RIM: 65.0 INV. 61.0 LP8 / 'X2" TAP' _ E E E--� � N O W `ry 4c' : 65.4 0 20 40 `�\/ 65.7 - - - - -I- - - '0 1 �� W W LP7 OFFSET: 108.40 R INV • 60.0 3/ / SLEE\J - - - - - \ O STA: 7+55. 1 ' / o RIM: 65.8 C85 3 NOTE: SEE GENERAL NOTES do LEGEND ON OTHER SHEETS ��32" C R STOP 66 36 INv's: so.o / OFFSET: 125.34 N � STA: 7+43.73� / / O � �\ �� ,`o „ 5% 66.3 STA: + 1 .9 9 S 0 102.24 F 1 T 7.0 / /3 O N n ENTRANCE AREA , TR-M 42 \� . S @'8 SMH6 O TH1 / F 68.0 / c) Q II I s. •� 1N 141 s ;� / - GJ m 4 J h •g5 _gam ,' / I w m 00 1 - 20 SCALE CL INV. 6o s _ / 0 N D. TH4 �, INV 63.72 s� INV. S I N 60.41 s 16, 3 0 J N . 2 m 66.2 61 .81 40 39 38 s�.s� sse s � s 8,, 1 1 �' I N < _ ►� N N EWP 0 LE o 1 +40.81 y h \ r� / �_ o c� cn o STOP SIGN \� c�o °� s.2 ss.4 C.0. s •8 0 �� _/ r'.� 1 • � � 2.23 3 W AND / � 172/38A �` SMH8 66 PEDESTRIAN CROSSING �� �° 66. s / _ (J' \ ' "' PEDES 5 � STA. 2 37. 11 00 SIGN / °�c ° `O 66.8 .51 s S M H 7\ COORDINATE WITH D.P.W. 66 •5 c�, v> � y �- E i I Pow � SMHS E-� _ S A: +53.75 CS S X }0 /1 (3' _ LP2 � I NV. INV. F 62.8 FF 68.5 6 S s/, i :g 0 o Er: s.os L TA• 6 3 7. 10 I RIM 53d. rn TR 68 S � �_ INV. 41 63.52 C � TF 67 5 62.862. TF 7.5 °° � V. � � / � s c� LP1 \ FF 6 5 FF .51 11�1V. \ ►� � p �- 51.2 / NOTE: 5' I T 67. E 10692 0 6 2.2 3 3 f e� I RISER REQ d+ TF 7.0 (/) O :('7/ FF 0 Z a N INV.'S 45j, / / FF 5 S c C62 3.86 I + � o C 1 66-__ C 1 ��,s O _ STA: 0+2 / `C� GA \ I Q OFFSET: 11.68 L n `1 �,� C°MPP�,�� T +86. w C3 `� v i / 62. U1 z� d RIM 49.8 f �v. OFFSET: 2J94 L W �, INVERTS IN cn INV. IN 45.8 / \ Q / INV. OUT 45.7 � ' E i� � � �' EL. 61 .53 3I I E LLI c 1 " P TIC RVICE � ' 5 i E, Co 04 0 10692/010 ' CP \ WITH S 0 F TYP. / ' , TF 7.0 \G '< '"� W E-' - I �c. �-1 �s � „ 3��If � W a / G G G G I O i'�Pj / G .N d w--_ e " I SERVICE G-G,-G- G_ _ 1 PLASTIC G I 5 Z a G WITH SHUTOFF TYP w_ W D.I. WATER MAIN G- G c G G_� °�0 � �, G O ISTA: 0+20.76 yr W W w /' / G G 0----G O \G v+/ J W � RIM 4 .7 C.B, INV. OUT 45.7 � W G-G� G -9:4Wes_W- YW yy- W- G G--�G / � [� O W- yy_ W •� E4 ' S47.30' S UTILITY SITE PLAN l e „ o. » �o\� N86 24 10 W = 20 SCALE of � W ' MATCH E ISTNG GRADES 1 GPS - Q I TRANSITIO TO BIKE PATH p 20 40 S�GD�p ����� 03 208 a o AT 1 :20 MAX. \S �pF PS / SHEET 4 OF 7 03-208 NOTE: SEE GENERAL NOTES do LEGEND ON OTHER SHEETS, SEE SHIEET 3 FOR COMPLETE LAYOUT 11, 14,,/. ; j (fox �� ✓ n ! Y W ` ,ft F-' E�TJ £,J JUSTl NG .:-'tip,2� POLE Fo UrJ DA •/ Et Vic/ 1 l• 0 : ,3W oo p � �A �f2 yEc-caul lz' ���, vL E 5 CAL. 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