CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD (LB) WIND SPEED (MPH) SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP 1 FREE GREEN ICE SHIELD UNDERLAY REQUIRED FLOOD HAZARD www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES: 1 BUILDING CODE COMPLIANCE - Attention CA, OR, WA, and NV residents: Our house plans do not meet Earthquake Seismic/Wind code requirements. - Attention GA, SC, and NC Coastal residents: Plans may have to be engineered to meet local Hurricane/Wind codes. - Attention AL, AZ, CO, CT, DE, FL, ID, LA, MD, MA, MN, NV, NH, NJ, NY, OH, PN, UT, and VA residents: Plans may have to be engineered to meet local building codes. Please call your local building department before placing order. Some cities and states now require that a licensed architect or engineer review and "seal" a blueprint, or officially approve it, prior to construction. Prior to application for a building permit or the start of actual construction, we strongly advise that you consult your local building official who can tell you if such a review is required. © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. RESIDENCE FOR: SITE ADDRESS: BUILDER: ADDRESS: ENGINEER: ADDRESS: ARCHITECT: ADDRESS: PHONE: E-MAIL: PHONE: E-MAIL: PHONE: E-MAIL: PHONE: E-MAIL: HOUSE AREAS CONDITIONED CRAWL SPACE: SUB LEVEL: ENTRY LEVEL: UPPER LEVEL: 1862 SF 2417 SF TOTAL: 4279 SF UN-CONDITIONED GARAGE: BASEMENT: ATTIC: DECK/PATIO: 577 SF 1613 SF 1569 SF 256 SF TOTAL: 4015 SF THE ABOVE AREA CALCULATIONS ARE BASED ON THE METHOD LAID OUT IN ANSI STANDARD Z765 ARCHITECTURAL A-00-0 A-00-1 A-00-2 A-00-3 A-01-1 A-01-2 A-01-3 A-01-4 A-02-1 A-02-2 A-03-1 A-04-1 A-04-2 A-04-3 A-04-4 A-05-1 A-05-2 A-05-3 A-05-4 A-05-5 A-06-1 PRODUCT SPECIFICATIONS GENERAL NOTES LEED-H RATING SYSTEM CHECKLIST NAHB GREEN BUILDING STANDARD ELEVATIONS FRONT ELEVATIONS RIGHT ELEVATION REAR ELEVATION LEFT ENTRY LEVEL FLOOR PLAN UPPER LEVEL FLOOR PLAN BUILDING SECTIONS DETAILS 1 DETAILS 2 DETAILS 3 DETAILS 4 FOUNDATION PLAN ENTRY LEVEL FLOOR FRAMING PLAN UPPER LEVEL FLOOR FRAMING PLAN ATTIC FLOOR FRAMING PLAN ROOF FRAMING PLAN WINDOW SHADING DETAILS REVISION SCHEDULE: No. Description Date PROJECT NAME: NE COLONIAL ELECTRICAL E-01-1 SUB LEVEL ELECTRICAL PLAN E-01-2 ENTRY LEVEL ELECTRICAL PLAN E-01-3 UPPER LEVEL ELECTRICAL PLAN COVER PAGE PROJECT NUMBER: 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: CVR SCALE 9/24/2009 10:33:43 AM www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 THE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WILL VARY BY REGION FOR ANY PROJECT. FOR THIS REASON, FREEGREEN INC. CANNOT COMPLETE THIS TABLE UNTIL WE KNOW WHERE THE PROJECT SITE IS LOCATED. ONCE YOU HAVE A SITE LOCATION, PLEASE INQUIRE INTO OUR DESIGN SERVICES AT Design@FreeGreen.com 2-2 3-2 4-2 5-1 Environmentaly Responsible Paints AFM safecoat is the leading provider of environmentally responsible, sustainable and non-polluting paints, stains, wood finishes, sealers and related green building products. Fine Custom Cabinetry for Kitchen and Bath Crystal Cabinets is a manufacturer of fine custom cabinetry for your kitchen, bathroom and every room in your home. Celebrating 60 years as a family-owned custom cabinet manufacturer, we offer a selection of door styles, woods and designer finishes. 6. LIGHTING & ELECTRONICS 7. APPLIANCES 6-1 7-1 CLOTHS WASHER 4-1 5. KITCHEN & BATH CEILING FIXTURE 3-1 PAINT Sterritt Lumber is a family owned and operated lumber yard serving the Great Boston Area and New England. Founded in 1841, Sterritt lumber has developed into a full service lumber yard, serving homeowners, building, and architects and offering a wide range of products. 2-1 BATHROOM FAN LUMBER Sterritt Lumber Co. 4. FINISHES ENTRY DOOR 1-1 3. HVAC CABINET 2. DOORS & WINDOWS 1. BUILDING MATERIALS 6-2 7-2 GE Appliances imagination at work FREE GREEN GE - 4.0 Cu. Ft. 26-Cycle King-Size Washer This washer features HydroMotion technology that gently removes soils from garments to limit the wear and tear on your clothes. T he HydroHeater feature increases the wash temperatures to reduce bacteria for a thorough clean. www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. EcoTop is one of the newest innovations from award-winning green product creator, Joel Klippert. As a bio-composite surface material for countertops, tabletops, floors and walls, EcoTop adds practical style in both residential and commercial settings. CLOTHS DRYER Bio Composite Countertops HANGING LAMP 3-3 COUNTERTOP 2-3 5-2 STAIN CENTRAL AC SHEATHING GARAGE DOOR NOTES: 1-2 6-3 7-3 GE Appliances imagination at work OTHER KOHLER PRODUCTS IN THIS DESIGN: GE - 7.0 Cu. Ft. Super Capacity Gas Dryer - Vinatta small Faucet 7.5 - Undertone Small Sink - HiRise™ wall-mount kitchen pot filler This front-load gas dryer features a stylish round door to add a contemporary touch to your laundry room. It is equipped with dual thermistors and Sensor Dry Plus technology to maintain a consistent amount of heat for thorough drying. KITCHEN: K-691-BN K-3164 K-7322-4-BS BAR: - Wellspring® beverage faucet K-6666-CP 5-6 1-7 2-7 WATER HEATER PANELING FAUCET Undertone® undercounter kitchen sink 3-7 4-7 5-7 Mix and match to suit your needs. Undertone single-basin sinks give you the design flexibility you need with the professional look of stainless steel. Chose one or select two or more depending on your space consideration and stylistic preferences. Vinnata kitchen sink faucet, Brushed Nickel MasterClean sprayface Resists hard water buildup. With the touch of a button, Vinnata pull-down spray faucets provide either an aerated stream or a powerful spray. The high-arch spout is elegantly designed to reach over the tallest pots. victoria albert STANDING LAMP COOKTOP DISH WASHER 6-6 7-6 6-7 7-7 4-10 5-10 PulseWorx is a lighting control system utilizing only existing wiring. Their patented UPB technology streamlines the installation process and keeps your costs in control. This flexible and scalable system is backed by an industry leading Money Back Guarantee. 6-9 Persuade two-piece elongated toilet with Dual Flush Technology Offers a contemporary design highlighted by the skirted trapway. This compact elongated model features Dual Flush technology, which includes a 1.6 gpf and also an eco-friendly, 0.8-gallon flush option. Kitchen Views Kitchen Views offers exceptional customer service with talented designers, exquisite showrooms, and quality products specializing in quality cabinetry, decorative hardware and countertops our showrooms offer a range of styles from traditional to contemporary. MASTER BATH: Authentic Professional appearance with premium-grade, 304 stainless steel with smoothly finished edges and large electronic control knobs. Sealed, dual-flame stacked burners deliver a full spectrum of heat settings, from an ultra-low 140° F simmer to an intense 18,000 BTUs GE Appliances imagination at work - Bancroft® undercounter lavatory - Purist® wall-mount non-diverter bath spout, 35 D - Purist® bath-, wall-mount high-flow bath valve trim - Purist faucet with cross handles - Purist Cross Valves x3 - Purist Thermostatic Valve Trim - WaterTile® 54-nozzle bodyspray - Purist Handheld - Stillness® adjustable wall-mount bracket - Pinstripe Door, Right hand Open K-2319-0 K-14426-CP K-T14429-3-CP K-14406-3-CP K-T14490-3-CP K-T14488-3-CP K-8002-CP K-978-CP K-975-CP K-705722-L-SHP BATH 2 GE Profile Spacemaker Series Fullly Integrated Dishwasher with 7 Wash Cycles Including SpeedWash/Air-Dry Cycles, Delay Start, Stainless Steel Tub, Electronic Controls and ADA Compliant: Requires Custom Panel and Handle. - Caxton® undercounter lavatory - Fairfax Widespread Lavatory Faucet - Fairfax Shower and Bath K-2209-0 K-12265-4-CP K-T12007-4-CP LAUNDRY ROOM: - Sterling by Kohler Utility Sink - Forté® single-control kitchen sink faucet 995-U-0 K-10416-G GE Appliances imagination at work Monogram Built-In Side by Side Refrigerators Monogram's Built-In Side by Side Refrigerators are available in widths of 36", 42" and 48". Models are available with or without exterior ice and water dispensers. Make a statement with a Monogram stainless steel model or install custom door panels to seamlessly integrate the unit with your custom cabinetry. GE Appliances imagination at work MONOGRAM 30" Professional Electronic Convection DOUBLE OVEN The General Electric ZET2PMSS Stainless Steel Double Oven is a self-clean oven, with a capacity of 4.4 cubic feet. SLIDE IN RANGE HOME AUTOMATION Conservation without compromise. This showerhead is a true performance showerhead for the green-build market. The showerhead provides LEED compliance with 30% reduction in water consumption without sacrificing shower performance. Lighting Controls 7-9 RANGE HOOD A warm welcome every time … WarmlyYours makes comfort easy with a selection of premium home heating products, including radiant floor heating for tile, carpet, and wood at competitive prices. Fast and free quotes are available. TOILET Radiant Floor Heating Purist® 1.75 gpm showerhead Monogram® 48"Professional Gas Cooktop K-2362-8-0 K-11076-4-CP 7-8 SOLAR PANELS SHOWERHEAD 5-9 Triad offers the most complete array of applications-based custom speaker solutions, designed for specific usage, and without compromise. Made in America. 6-8 6-10 7-10 LIGHTING DESIGNER TILE HEAT PUMP 3-10 WaterFurnace manufactures and sells more geothermal systems for homes than anyone else in the business. They offer a wide variety of residential geothermal products. Their dealers and installers are the most highly trained in the industry. Triad Speakers and Home Audio Solutions Wolfers Lighting Designers When planning lighting for redesigns, renovations and new homes. Wolfers state-of-the-art lighting solutions and technical expertise will help bring your project to a higher level by making sure lighting is integrated and installed the right way, on time and on budget. GARBAGE DISPOSAL TUB CARPET BOILER WINDOWS 2-10 4-9 Geothermal Heating and Cooling Systems TRIM Offers over 50 individual items for decks, porches and interior/exterior trim. Blue Star products exceed all recognized industry standards for strength, durability, pest and rot resistance. 3-9 5-8 KITCHEN DESIGNER STONE 1-10 Tropical Hardwood Deck Products 2-9 4-8 COMPOSITE DECKING 1-9 RADIANT FLOORING Home Slicker® Plus Typar® is a cost-effective, labor and material saving, moisture eliminating rainscreen combined with a water resistive barrier. FIREPLACE OR STOVE Home Slicker® Plus Typar® 3-8 WINDOW SHADING 2-8 SKY LIGHTS WATER PROTECTION 1-8 The freestanding York features a deep, double-ended bathing well supported by an elegant pedestal base. Victoria & Albert is a global brand with a world wide reputation for creating beautiful baths. BASEMENT WINDOWS INSULATION Icynene's array of insulation products are designed to let you have greater control over the indoor environment and are suitable for are suitable for steel- or wood- framed residential or commercial construction. York - Cimarron® pedestal lavatory with 8" centers - Archer Lavatory Faucet with lever handles 7-5 contemporary, classic & spa baths Spray Polyerethene Foam Insulation GE Appliances imagination at work GE Appliances imagination at work PROJECT NAME: NE COLONIAL GE Monogram® 48" Stainless Steel Professional Hood 1200 CFM Vertical Exhaust with Dual Blowers, 3 Halogen Lamps with 4 Lighting Levels, Infrared Warming Lamps, Utensil Racks and Removable Grease Trays PRODUCT SPECIFICATIONS PROJECT NUMBER: 10-002 DATE: Issue Date Author Checker DRAWN BY: Evolution Excel® The Evolution Excel® features the best of InSinkErator's grinding and SoundSeal Plus™ noise-reduction technologies, handling more volume and more types of food waste while making 60% less noise than standard disposers. CHECKED BY: A-00-0 SCALE 9/24/2009 10:33:18 AM 4-6 6-5 MICROWAVE SINK 3-6 7-4 REFRIGERATOR WALL COVER 2-6 For over 85 years Schlage has provided homeowners with innovative quality security products. Today, Schlage offers home security solutions from a wide selection of mechanical and electronic security locks and accessories in touch with modern lifestyles. Comprised of 93% natural quartz, Caesar Stone Quartz Surfaces and Countertops offer the ultimate combination of form and function. With its stain, scratch, and heat-resistant properties, CaesarStone is the ideal choice for care-free countertops. 6-4 WALL OVEN THERMOSTAT 1-6 Residential Security Products CaesarStone Quartz Surfaces 5-5 SPECIALTY DOOR 4-5 DOOR HARDWARE 3-5 Allegheny Mountain Hardwood Flooring is part of Hickman Woods, a family business whose commitment to sustainable forestry began before the popularity of “green” and before Forest Stewardship Council (FSC) certification even existed. ROOFING 2-5 FSC Clear Rift & Quarter Swan Oak SIDING & TRIM 1-5 5-4 RECESSED FIXTURE 4-4 Made from a composite material that is made from 100% post-consumer recycled standard office paper. OUTDOOR LIGHTING Vermont Natural Coatings’ PolyWhey™ wood finishes enhance the innate beauty of wood and preserve it with a durable shield that is environmentally safe for those who work with it and for those who live with it. Made from 100% recycled glass and cement to create a high performance, green concrete material. HOME AUDIO PolyWhey™ wood finishes COUNTERTOP INTERIOR DOOR 5-3 COUNTERTOP HARDWARE SEALANT FURNACE 3-4 FLOORING STEEL DOOR 2-4 HRV ENGINEERED WOOD 1-4 4-3 WALL FIXTURE POWDER ROOM: 1-3 GENERAL REQUIREMENTS: ROUGH CARPENTRY: THERMAL & MOISTURE PROTECTION: ELECTRICAL: 1. Owner / Client Responsibilities: Reference is made throughout these General Notes to responsibilities and standards of care to be fulfilled by those providing services in the development and construction of this project. Owner / Client shall be responsible for adherence to those requirements by the Owner, Builder, Developer, General Contractor, Subcontractors and other professional Consultants not retained by the Designer. 1. Framing: A. 1. Foundations: A. Provide adequate drainage away from walls & foundations. B. Seal all plumbing, electrical and other penetrations of walls and floors and seal joints. C. Slope final grade away from foundation. D. Provide capillary break at all concrete slabs (poly not req. if <20” rainfall; gravel not req. for free draining soils = IRC Group 1. E. Exterior surface of below grade walls damp proofed or water proofed. F. Slope garage floor towards main vehicle entry. G. Foundation cont. footing drain with stone covered with filter fabric, drained to daylight. H. Basement foundation walls use porous backfill material. I. Provide cont. crushed stone under footings. J. Provide rigid insulation as specified directly under slab. 2. Walls: A. Install windows, doors, exterior cladding, flashings & sealants as detailed in this drawing set. B. All deck ledgers must be pressure treated material. C. All penetrations that pass through exterior cladding into structure must be fully sealed. D. Install materials with proper detailing to control degradation from moisture. 3. Roofs: A. Ice flashing over sheathing at eaves (except climates CZ1-4). B. Metal drip edge at all exposed roof decking. C. Bituminous membrane at all eaves, valleys & penetrations (not req. if <20” rainfall). D. Step flashing at all roof/wall intersections & terminated with “kickout” flashing. E. Installed system for diverting roof water from house. (e.g. gutters). F. No. 30 roof felt underlayment minimum. G. Reduce ice dams: No non-airtight recessed light fixtures in insulated ceilings. H. Roof insulation as specified in this drawing set. 4. Wet Rooms: A. Install drains or drain pans to capture leaks under water heaters or use tankless water heaters. B. Properly install washer and water heater drain pans. C. Use highly durable materials in wet areas. D. Install no carpet in kitchens, bathrooms, spa areas, or within 3” of exterior door. E. Use nonpaper-faced backer board on walls in tub, shower and spa areas. 5. Air Infiltration: A. Install “IC” airtight rated recessed lights in insulated ceilings. B. Complete air barrier between attic and conditioned space & all penetrations sealed. C. Air filter housings must be airtight to prevent bypass or leakage. D. Air seal ventilation ductwork. 6. Interstitial Condensation: A. Clothes dryers vented outdoors. B. Insulate all cold water pipes and avoid plumbing in exterior walls. C. >1 Perm finish on inside of exterior walls. (only req. in hot/humid & mixed/humid climates) 7. Heat Loss: A. Insulate all ventilation exhaust ductwork (min R-8) outside of the insulated envelope. B. R-5 slab edge insulation break at foundation wall intersection & R-10 slab edge insulation outward of any walk-out slab edge. C. Install insulation wind baffles at attic eave bays. 8. Ultraviolet Radiation: A. Install materials with proper detailing to control degradation from sun. 9. Other: A. Minimum 25-year expected lifetime roof warranty. B. Define “proper refrigerant charge” to be within 10% of manufacturer recommendations. C. Mechanical equipment must be accessible for service, including AC condensate drain pan & trap. D. Use rigid duct or other methods to keep fan back-pressure below 0.2” for EOV systems. 1. Scope: A. 3. 4. Builder's Set: The scope of this set of plans is to provide a “builder's set” of construction documents and general notes hereinafter referred to as “plans”. After formal review and approval by a licensed engineer and or architect, this set of plans is sufficient to obtain a building permit; however, all materials and methods of construction necessary to complete the project are not necessarily described. The plans delineate and describe only locations, dimensions, types of materials and general methods of assembling or fastening. The FreeGreen Specification book received with this plan set specifies the particular products or materials recommended for this home design. The implementation of these plans requires an Owner/ Client/ Contractor thoroughly knowledgeable with the applicable building codes and methods of construction specific to this product type and type of construction. Building Maintenance: The exposed materials used in the construction of this project will deteriorate as the completed project ages unless properly and routinely maintained. Owner / Client shall provide or cause the development of a plan to keep these exposed materials protected and maintained. Codes: All construction shall comply with the most stringent requirements of all current applicable city, county, state and federal laws, rules, codes, ordinances and regulations. If the General Contractor or any Subcontractor performs any work in conflict with the above mentioned laws, rules, codes, ordinances and regulations, then the contractor in violation shall bear all costs of repair arising out of the non - conforming work. 5. Permits: The general building permit and plan check shall be secured and paid for by Owner /Client. All others permits shall be secured and paid for by the Subcontractor directly responsible. 6. Insurance: The General Contractor and every Subcontractor performing work or providing services and/ or materials for the work are required to purchase and maintain in force “All Risk” Builders Insurance prior to commencement of the work and/ or furnishing labor, services and materials. Each “All Risk” policy shall be in an amount sufficient to cover the replacement value of the work being performed and/ or the labor, services and materials being supplied by the General Contractor, Subcontractors, Designer, and all professional Consultants. 7. Insurance: Owner/ Client shall cause the General Contractor and every Subcontractor performing work or providing services and / or materials for the work to purchase and maintain General Liability Insurance. 8. Named Products: The Designer makes no guarantee for products identified by trade name or manufacturer. 9. Scope: The General Contractor and Subcontractors shall furnish all labor, equipment, and material indicated on the plans and reasonably inferred or required by the applicable codes. 10. Substitution: Substitutions of specific materials or products listed on the FreeGreen Specification Sheet shall not be made without written authorization by Owner/ Client. The General Contractor and any Subcontractor shall not make the structural substitutions or changes without prior written authorization from the structural engineer. 11. Changes: Any addition, deletion, or change in the scope of the work described by the plans shall be by written change order only. Any approval from the building official for a change in the work shall be the responsibility of the General Contractor. 12. Intention: The General Contractor shall ensure that all labor, materials, equipment and transportation shall be included in the work for complete execution of the project. The Designer shall not be responsible for the means and methods of construction. 13. Review of Drawings: The General Contractor and all Subcontractors shall review the full content of the plans for discrepancies and omissions prior to commencement of work. The General Contractor and all Subcontractors shall be responsible for any work not in conformance with the plans or in conflict with any code. 14. Use of the Drawings: Dimensions take precedence over scaled measurements. Details and sections on the drawings are shown at specific locations and are intended to show general requirements throughout. Details noted “typical” imply all like conditions treated similarly, unless noted otherwise. The architectural details shown are intended to further illustrate the visual design concept and the minimum recommended weather protection for this project. Building code requirements, structural considerations, trade association manuals and publications and product manufacturer's written instructions shall also be considered in order to complete the construction of the details, and in some cases may supercede the details. 15. Approved Drawings: The General Contractor shall be responsible for coordinating the work between the different Subcontractors and requiring all Subcontractors to use the most current building department approved set of plans. 16. Cutting and Patching: All Subcontractors shall do their own cutting, fitting, patching, etc. to make the several parts come together properly and fit it to receive the work of other trades. 17. Clean up: All trades shall, at all times, keep the premises free from accumulation of waste materials or rubbish caused by their work. Subcontractors shall remove all rubbish, tools, scaffolding and surplus materials and leave the job in a broom - clean condition. All fixtures, equipment, glazing, floors, etc., shall be left clean and ready for occupancy upon completion of the project. 18. Storage of Materials: The General Contractor and Subcontractors shall be responsible for storing the materials on the site according to material suppliers' or manufacturers' instructions. The materials shall be kept secure and protected from moisture, pests, and vandals. Any loss arising out of materials stored at the site shall be the responsibility of the General Contractor or Subcontractor who stored the damaged or lost materials. B. C. D. E. F. G. H. I. J. K. 2. Trusses: A. B. C. The General Contractor shall have City/ County approved truss plans on the job site prior to foundation inspection. The Truss Manufacturer shall submit calculations, shop drawings, details, bridging and erection bracing signed by a registered Engineer to the Building Department and Structural Engineer, for their review prior to fabrication. Truss manufactures shall provide members of adequate bearing area in such a width to insure against over - stressing of supporting timber, multiple joists, girders and plates or provide bearing plates and details to do same. The General Contractor shall coordinate with the Truss Manufacturer, Framing, Electrical, Plumbing and Mechanical Contractors at fire protected areas to maintain required fire protection without penetrations unless allowed by code and local jurisdiction. FINISH CARPENTRY: 1. Scope: A. Furnish and install all finish carpentry complete, including trim, door frames, paneling and shelving. B. Installation of finish hardware, bath accessories, cabinet pulls, etc. 2. Workmanship: A. All joints shall be tight and true and securely fastened. Corners shall be neatly mitered, butted, or coped, with nails set and surfaces free of tool marks. B. Wood work shall be accurately scribed to fit adjoining surfaces. C. All work shall be machined or hand sanded, sharp edges and splinters removed, and completely prepared for finish. D. Full length continuous boards shall be used wherever applicable or specifically noted. 3. Fitting and Hanging Doors: A. Each door shall be accurately cut, trimmed, and fitted to its respective frame and hardware with due allowance for painter's finishes. B. Clearance at the lock and hanging stiles and at the top shall not exceed 1/8”. Clearance at the bottom shall be adjusted for finish floor covering. C. Lock stile edges shall be beveled. D. Door shall operate freely, but not loosely, without sticking or binding, without hinge bound conditions, and with all hardware properly adjusted and functioning. 4. Materials: A. Door frames: Frames shall be set plumb and true, rigidly secured, and protected during the course of construction. B. Door Stops and Casing: Size and profile as selected by Owner/ Client. C. Exterior Trim: Refer to drawings for exterior trim material & sizes. For wood, medium dencity overlay (MDO) or fiber cement, all cut sides/faces/edges must be primed and painted. If specific product brand is specified on drawings, see manufacturers specifications and installation instructions. D. Interior Trim: (1) Interior Rails: Clear material, finished to match casework. (2) Window Trim: 1x clear wood to match casework or as noted in drawings (verify with Owner/Client). (3) Base Boards: As noted in drawings or approved by Owner/Client. INSULATION: 1. Installation: A. Thermal Insulation: Install insulation between joists, below all roof surfaces, and areas including any vertical wall areas separating living spaces from unconditioned space and between studs at all exterior walls. Insulation shall be securely installed and tightly fitted without compressing the normal Loft thickness. Provide insulation stops/ baffles as required to prevent obstruction of vents. B. Sound insulation: Install insulation between studs, securely and tightly fitted at walls as indicated on drawings. C. Plumbing insulation: All domestic hot water piping shall have R-4 insulation. Insulation shall be properly installed on all piping elbows to adequately insulate the 90 degree bend. D. The General Contractor and Subcontractors shall be responsible for storing the materials on the site according to material supplier's or manufacturers' instructions. The materials shall be kept secure and protected from moisture. 2. Materials: A. At a minimum, all insulation specified for this house meets or exceeds the R-value requirements listed in Chapter 4 of the 2004 International Energy Conservation Code and also the Grade II specifications set by the National Home Energy Rating Standards. B. A pre-drywall thermal bypass inspection must be performed by a qualified rater. HEATING, VENTILATION & AIR CONDITIONING: 1.Scope: A. B. Supply all labor, transportation, material, etc., for installation of a complete heating and air conditioning system to operate according to all applicable standards and best practices of the trade including, but not limited to: mechanical units, ducts, registers, catwalks, grilles, boots, vent pipes, dampers, combustion air, fans, ventilators, refrigerant, etc. All materials, work, etc., to comply with all requirements of all legally constituted public authorities having jurisdiction including all county and state ordinances. Furnish and install all equipment complete and operable. Verify all material and installation requirements and limitations at fire and sound assemblies. Provide rubberized asphaltic membrane materials at all penetrations of the water resistive membrane at exterior walls. 2. Installation: A. Provide required clearances for duct work and to combustibles. B. Provide a permanent electric outlet and switched light fixture wherever equipment is installed. C. No alterations to the structural frame, diaphragms, connections or shear panels shall be made without prior written approval from the Structural Engineer. D. No equipment located in garages. E. All combustion equipment shall be directly vented with an outdoor combustion air supply. F. All penetrations of fire assemblies shall meet the requirements of the building code and Section 7D. G. All HVAC equipment shall be approved prior to installation per nationally recognized standards and evidenced by listing and label of an approved agency. H. Combustion air from outside shall be supplied to all fuel burning appliances. I. Install air filters with a minimum efficiency reporting value (MERV) ≥ 10 and ensure that air handlers can maintain adequate pressure and air flow. Air filter housings must be air tight to prevent bypass or leakage. J. All fixed appliances are required to be securely fastened in place. Provide seismic bracing or anchor unit to platform where appropriate. K. Install centralized HVAC system equipped with additional controls to operate in dehumidification mode. L. Condenser pad or compressor from ground must not be less than 3” above grade. M. The General Contractor and Subcontractors shall be responsible for storing the materials on the site according to material supplier's or manufacturers' instructions. The materials shall be kept secure and protected from moisture. B. Supply all labor, transportation, materials, etc, for installation of complete electrical system to operate according to the best practices of the trade and including but not limited to: Fixtures, appliances, wiring, switches, outlets, television jacks, services, grounds, temporary power, junction boxes, conduit, sub - panels, etc. All work, materials, etc, to comply with all requirements of all legally constituted authorities having jurisdiction including all County and State ordinances. Furnish and install electrical work complete and operable. Verify all material and installation requirements and limitations at fire and sound assemblies. Provide rubberized asphaltic membrane materials at all penetrations of the waterresistive membrane at exterior walls. www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES: 2. Installation: A. Electrical system installed according to latest version of N.E.C or local code, whichever is more stringent. B. Provide separate circuits each for dishwasher, garbage disposal, refrigerator, washer, dryer, F.A.U. and microwave oven. C. Switched outlets shall be ½ hot. D. Bathroom and Kitchen fans: Install local exhaust systems in all bathrooms and in the kitchen to meet the requirements of section 5 of ASHRAE Standard 62.2-2007. Design and install fan ducts to meet the requirements of section 7 of ASHRAE Standard 62.2-2007.Exhaust air to outdoors and also use ENERGY STAR labeled bathroom exhaust fans. E. For every bathroom exhaust fan, install an occupancy sensor or an automatic humidistat controller or an automatic timer to operate the fan for a timed interval after occupant leaves the room or a continuously operating exhaust fan. F. All fixtures, outlets, receptacles etc., penetrating fire assemblies shall be rated and installed to meet the requirements of the building code. Outlet boxes on opposite sides of fire assembly walls shall be separated by a horizontal distance of at least 24”. G. All equipment installed outdoors and exposed to weather shall be weatherproof. H. Provide ground fault circuit interrupters, G.F.C.I., at all baths, garages, out-door and wet area outlets. All branch circuits that supply 125 - volt single - phase, 15 and 20 ampere receptacle outlets installed in dwelling unit bedrooms shall be protected by an arc - fault circuit interrupter(s). I. Each conductor of every system shall be permanently tagged in compliance with O.S.H.A J. The complete electrical system shall be grounded in accordance with the presently adopted edition of the N.E.C., Art. #250. Proper ground requires #4 copper wire, 20' - 0” long, embedded into concrete and provide bond to gas or water line. K. Use only competent and skilled personnel and perform all work, including aesthetic as well as electrical and mechanical aspects to standards consistent with the best practices of the trade. L. No alterations to the structural frame, diaphragms, connections or shear panels shall be made without approval from the Structural Engineer. PLUMBING: 1.Scope: A. Supply all labor, transportation, materials, etc. for installation of complete plumbing system to operate according to the best practices of the trade and including but not limited to: fixtures, hot and cold water piping, exhaust flues, combustion air, gas piping, log lighters, drains, soil and vent piping, hot water heaters, pipe insulation, meters, valves, vaults, etc. All materials, work, etc. to comply with all requirements of all legally constituted public authorities having jurisdiction including all county and state ordinances. Furnish and install plumbing work complete and operable, including trenching and backfilling. Verify all material and installation requirements and limitations at fire and sound assemblies. B. Provide rubberized asphaltic membrane materials at all penetrations of the water resistive membrane at exterior walls. C. Protect pipes from freezing. Place all water lines and waste lines within “conditioned” space and where approved thermal insulation is between “line” and unheated area. 2.Installation: A. Roughing-in shall be completed, tested and inspected as required by code before closing -in with other work. B. Openings in pipes, drains, and fittings shall be kept covered during construction. C. Provide solid backing for securing fixtures. All fixtures to be set level. D. Provide cleanouts at ends of all lines and where required by codes. E. Copper tubing shall be fully sweated to fittings. F. Black iron and galvanized steel pipe joints shall be made with approved pipe thread compound. G. Provide shut- off valves at each fixture. H. Provide condensate line at each F.A.U location. Provide primary & secondary condensate line to an approved drainage receptacle at attic F.A.U locations. Install condensate line for each piece of condensating HVAC equipment per manufactureres specifications. I. Provide cold water line to refrigerator space in recessed box or in cabinet immediately adjacent to refrigerator space. J. Isolate all piping from structure with fiber padding and at all penetrations with elastic caulking or sound isolators. K. All vents to lead to outside air, where possible, locate all roof vents to rear side or ridges. Vents to terminate a minimum of 3'-0” from windows. L. All horizontal A.B.S. piping shall be hung with approved hangers at 4' -0” on center minimum and spaced to permit expansion and contraction without hitting adjoining pipe. Vertical piping shall be supported at 8'-0” on center with wrought steel “U” straps securely fastened to building frame. M. Provide air chambers at lavatory, dishwasher and clothes washer water connections. Set vertically as close to fixture as possible. N. Provide ¾” tee for irrigation at main shut-off. O. Provide water heater with pressure/ temperature relief valve and pan and drain line piped to the exterior of the buildings. P. All combustion equipment shall be directly vented. Q. No alterations to the structural frame, diaphragms, connections or shear panels shall be made without prior written approval from the structural Engineer. R. Provide non- removable backflow device on all exterior hose bibs. S. A 12” minimum access panel to bathtub trap connection is required. T. Provide pressure regulator for water service where pressure exceeds 80 psi U. Provide drain pan under washer with drain in laundry room and shut off valve if washer is located above living space. V. Provide solid metal pipe for dryer vent to exterior. Do not install screen on dryer vent. Provide energy efficient dryer vent (with floating shuttle). REVISION SCHEDULE: No. Description Date PROJECT NAME: NE COLONIAL GENERAL NOTES PROJECT NUMBER: 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: A-00-1 SCALE 9/24/2009 10:33:18 AM 2. Blocking and Bridging: (1) Stud Walls: Per applicable building code. Full height walls shall have continuous studs from bottom to top plate. (2) Ceiling Joists: Per applicable building code. Use solid bridging. (3) Backing: Provide solid backing at all pendant or surface - mounted electrical fixtures, rails, grab bars, bath accessories, etc. Fire stopping: Per applicable building code. Stud Walls: Per applicable building code. All studs to have full bearing on plate. All studs to be at 16” O.C. unless noted otherwise. Studs to be sized per requirements of code. Use continuous, full height studs in accordance with the highest standard of construction and framing practices. All angled walls to be at 45 degrees unless noted otherwise Built up roofs, waterproof balcony decks and exterior horizontal areas are to be framed with slope to ensure water drainage without ponding. Provide crickets as indicated and as necessary for proper water drainage and to redirect channeled or run off water away from vertical surfaces. Provide blocking where required to provide uniform surface where flush joists and beams are different depths. Use mitered joints at fascia splices. Unless otherwise noted, all dimensions to exterior walls are given from inside or outside face of rough framing. All dimensions to interior partitions are given from centerline of rough framing. Align bottom of all adjacent window and door headers, unless noted otherwise on framing plan. FREE GREEN TOTAL: CREDIT ATTEMPTED: (YES/NO) ESTIMATED POINTS ELIGIBLE BY THIS DESIGN: MAX POINTS AVAILABLE: (P = PREREQUISITE) I. II. III. IV. (pg. 45) (pg. 45) (pg. 45) (pg. 45) WE 2: IRRIGATION SYSTEM MR 2: ENVIRONMENTALLY PREFERABLE PRODUCTS Intent. Minimize the environmental impact of the home by incorporating additional green design and construction measures that have tangible and demonstrable benefits beyond those in the LEED for Homes Rating System. Intent. Minimize outdoor demand for water through water-efficient irrigation. Intent. Increased demand for environmentally preferable products and products or building components that are extracted, processed, and manufactured within the region. 3.1 3.2 3.3 3.4 1 1 1 1 Innovation #1 Innovation #2 Innovation #3 Innovation #4 (pg. 51) 1 LEED for Neighborhood Development LL 2: SITE SELECTION (OR LL 2-6) (pg. 59) 3.1 Edge Development (pg. 59) 3.2 Infill (pg. 59) 3.3 Previously Developed LL 4: INFRASTRUCTURE (OR LL 3.1) 1 (pg. 65) 4 Existing Infrastructure LL 5: COMMUNITY RESOURCES / TRANSIT Intent. Encourage the building of LEED homes in development patterns that allow for walking, biking, or public transit (thereby minimizing dependency on personal automobiles and their associated environmental impacts. (pg. 69) 5.1 Basic Community Resources / Transit (pg. 69) 5.2 Extensive Community Resources / Transit (pg. 69) 5.3 Outstanding Community Resources / Transit LL 6: ACCESS TO OPEN SPACE (OR LL 5.1, 5.3) (OR LL 5.1, 5.2) 1 SUSTAINABLE SITES (SS) Certified 45-59 SS 1: SITE STEWARDSHIP Silver 60-74 Intent. Minimize the environmental damage to the building lot during the construction process. 75-89 (pg. 81) 1.1 Erosion Controls During Construction (pg. 81) 1.2 Minimize Disturbed Area of Site SS 2: LANDSCAPING 90-136 Total available points 136 HOME SIZE ADJUSTMENT Table 2 Threshold Adjustment Certification Levels (pg. 89) (pg. 89) (pg. 89) (pg. 89) (pg. 90) Required Points 55-69 Silver 70-84 Gold 85-99 Platinum Total available points 100-146 136 (OR SS 2.5) (OR SS 2.5) (OR SS 2.5) 2 3 2 6 1 Intent. Design site features to minimize erosion and runoff from the home site. For full participation requirements or to purchase the LEED H Reference Guide, please visit www.usgbc.org/LEED/homes I. II. III. IV. INNOVATION AND DESIGN PROCESS (ID) 4 1 2 (pg. 115) 4.1 Permeable Lot (pg. 115) 4.2 Permanent Erosion Controls (pg. 115) 4.3 Management of Runoff from Roof SS 5: NONTOXIC PEST CONTROL Intent. Maximize opportunities for integrated, cost-effective adoption of green design and construction strategies. 2 (pg. 125) 5 Pest Control Alternatives SS 6: COMPACT DEVELOPMENT (P) 1 1 1 1 1 1 1 (pg. 129) 6.1 Moderate Density (pg. 129) 6.2 High Density (pg. 129) 6.3 Very High Density (OR SS 6.1, 6.3) (OR SS 6.1, 6.2) 2 3 4 (pg. 135) 1.1 Rainwater Harvesting System (pg. 135) 1.2 Graywater Reuse System (pg. 135) 1.3 Use of Municipal Recycled Water System 2 (P) 2 3 3 (OR EA 1, 7.1, 7.2) (OR EA 3.2) (OR EA 1, 7.1, 7.2) (OR EA 1, 7.1, 7.2) (P) (P) 2 3 (OR EA 1, 7.1, 7.2) (OR EA 1, 7.1, 7.2) (OR EA 1, 7.1, 7.2) (P) (OR EA 1, 7.1, 7.2) (OR EA 1, 7.1, 7.2) (P) 2 2 3 (P) 2 2 4 (OR EA 1, 7.1, 7.2) (OR EA 6.2) (OR EA 1, 7.1, 7.2) 2 2 1 1 3 3 (OR EA 1, 7.1, 7.2) (OR EA 1, 7.1, 7.2) (P) (OR EA 1, 7.1, 7.2) (OR EA 8.2) (OR EA 1, 7.1, 7.2) (P) 1.5 1.5 3 Intent. Reduce appliance energy consumption. (pg. 217) 9.1 High-Efficiency Appliances (pg. 217) 9.2 Water-Efficient Cloths Washer EA 10: RENEWABLE ENERGY 2 1 (OR EA 1, 7.1, 7.2) (OR EA 1, 7.1, 7.2) (pg. 221) 10 Renewable Energy System EA 11: RESIDENTIAL REFRIGERANT MANAGEMENT 10 (OR EA 1, 7.1, 7.2) (pg. 227) 11.1 Refrigerant Charge Test (pg. 227) 11.2 Appropriate HVAC Refrigerants (OR WE 1.3) 4 1 3 (P) (P) How to use the LEED for Homes Green Building Rating System Checklist: 2 (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) If you plan to have your project LEED certified, this page will provide you with a brief but clear outline of the program's mandatory and credit requirements. (pg. 285) 3.1 Moisture Load Control IQ 4: OUTDOOR AIR VENTILATION 1 1 (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) If you choose not to have your project certified but would like to incorporate green practices, products and materials, use this sheet as a guide to select the green features you would like to include. Intent. Reduce occupant exposure to indoor pollutants by ventilating with outdoor air. (pg. 289) 4.1 Basic Outdoor Air Ventilation (pg. 289) 4.2 Enhanced Outdoor Air Ventilation (pg. 289) 4.3 Third-Party Performance Testing IQ 5: LOCAL EXHAUST (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) (P) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) Please visit www.usgbc.org/LEED/homes for complete participation requirements, credit descriptions and to purchase the most current edition of the LEED for Homes Reference Guide as show on the upper left hand corner of this page. (P) 2 2 1 FreeGreen Inc. has made an effort to include many green building practices, products and materials right into this free home plan set. If followed as presented, this home design is already eligible for a variety of points under LEED for Homes Green Building Rating System. This page also identifies these achievable points for your convenience. SEE COLUMN "II." (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) (P) (P) (pg. 299) 5.1 Basic Local Exhaust 1 1 (pg. 299) 5.2 Enhanced Local Exhaust 1 (pg. 299) 5.3 Third-Party Performance Testing IQ 6: DISTRIBUTION OF SPACE HEATING AND COOLING Intent. Provide appropriate distribution of space heating and cooling in the home to improve thermal comfort and energy performance. (pg. 305) 6.1 Room by Room Load Calculations (pg. 305) 6.2 Return Air Flow or Room by Room Controls (pg. 305) 6.3 Third-Party Performance Testing IQ 7: AIR FILTERING (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) (P) 1 2 (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) (pg. 311) 7.1 Good Filters (pg. 311) 7.2 Better Filters (pg. 311) 7.3 Best Filters IQ 8: CONTAMINANT CONTROL (P) 1 (P) (OR MR 1.5) (OR MR 1.5) (P) (OR IQ 7.2) (P) 1 1 2 Intent. Reduce occupants' and construction workers' exposure to indoor airborne contaminant through source control and removal. (pg. 315) 8.1 Indoor Contaminant Control during Const. (pg. 315) 8.2 Indoor Contaminant Control (pg. 315) 8.3 Preoccupancy Flush IQ 9: RADON PROTECTION 1 2 1 (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) Intent. Reduce occupant exposure to radon gas and other soil gas contaminants. (pg. 323) 9.1 Radon-Resistant Const. in High Risk Areas (pg. 323) 9.2 Radon-Resistant Const. in Mod. Risk Areas IQ 10: GARAGE POLLUTANT PROTECTION (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) (P) (P) 1 (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) Intent. Reduce occupant exposure to indoor pollutants originating from an adjacent garage. (pg. 327) (pg. 327) (pg. 327) (pg. 327) 10.1 10.2 10.3 10.4 No HVAC in Garage Minimize Pollutants from Garage Exhaust Fan in Garage (OR IQ 10.2, 10.3) Detached or No Garage (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) (P) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) (P) 2 2 1 3 PROJECT NAME: NE COLONIAL Intent. Maintain the performance of the home by educating the occupants (i.e., the homeowner or tenant) about the operations and maintenance of the home's LEED features and equipment. (pg. 335) 1.1 Basic Operations Training (pg. 336) 1.1 Enhanced Training AE 2: EDUCATION OF BUILDING MANAGER (OR MR 1.5) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) AE 1: EDUCATION OF HOMEOWNER OR TENANT MATERIAL & RESOURCES (MR) Framing Order Waste Factor Limit Detailed Framing Documents Detailed Cut List and Lumber Order Framing Efficiencies Off-Site Fabrication (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) AWARENESS & EDUCATION (AE) Intent. Optimize the use of framing materials. (OR WE 1.3) (pg. 277) 2.1 Basic Combustion Venting Measures (pg. 277) 2.2 Enhanced Combustion Venting Measures IQ 3: MOISTURE CONTROL Intent. Reduce particulate matter from the air supply system. Intent. Reduce energy consumption associated with interior and exterior lighting. 1.1 1.2 1.3 1.4 1.5 With LEED, homebuilders can differentiate their structures as meeting the highest performance measures, and homebuyers can readily identify highquality green homes. LEED provides national consistency in defining the features of a green home, enables builders anywhere in the country to obtain a green rating on their homes, and assures homebuyers of the quality of their purchases, all based on a recognized national brand. Intent. Reduce moisture and exposure to indoor pollutants in kitchen and bathrooms. (OR EA 1, 7.1, 7.2) (pg. 207) 7.1 Efficient Hot Water Distribution (pg. 208) 7.2 Pipe Insulation (pg. 208) 7.3 Efficient Domestic Hot Water (DHW) Equipment EA 8: LIGHTING (pg. 235) (pg. 235) (pg. 235) (pg. 235) (pg. 235) 13 (OR IQ 2-10) Intent. Control indoor moisture levels to provide comfort, reduce the risk of mold, and increase the durability of the home. MR 1: MATERIAL-EFFICIENT FRAMING Intent. Use municipal recycled water or offset central water supply through the capture and controlled reuse of rainwater and/or graywater. 3 (OR EA 1, 7.1, 7.2) (pg. 195) 5.1 Reduced Distribution Losses (pg. 195) 5.2 Greatly Reduced Distribution Losses (OR EA 5.2) (pg. 195) 5.3 Minimal Distribution Losses EA 6: SPACE HEATING AND COOLING EQUIPMENT WE 1: WATER REUSE (P) (P) (P) (P) (OR EA 1, 7.1, 7.2) (pg. 189) 4.1 Good Windows (pg. 189) 4.2 Enhanced Windows (OR EA 4.2) (pg. 189) 4.3 Exceptional Windows EA 5: HEATING AND COOLING DISTRIBUTION SYSTEM WATER EFFICIENCY (WE) Intent. Promote durability and high performance of the building enclosure and its components and systems through appropriate design, materials selection, and construction practices. (OR EA 1, 7.1, 7.2) Intent. Select and test air-conditioning refrigerant to ensure performance and minimum contributions to ozone depletion and global warming. Intent. Make use of compact development patterns to conserve land and promote community livability, transportation efficiency, and walkability. The LEED for Homes Rating System is part of the suite of nationally recognized LEED Green Building Rating Systems administered by USGBC. Like all LEED Rating Systems, it is the market's leadership system, targeting the top 25% of home building practices in terms of environmental responsibility. LEED provides industry resources and tools on how to "green" any new home. Intent. Minimize the leakage of combustion gases into the occupied space of the home. Intent. Minimize energy consumption caused by uncontrolled air leakage into and out of conditioned spaces. (pg. 213) 8.1 ENERGY STAR Lights (pg. 213) 8.2 Improved Lighting (pg. 213) 8.3 Advanced Lighting Package EA 9: APPLIANCES LEED for Homes is a national, voluntary certification system, developed by national experts and experienced builders, that promotes the design and construction of high-performance green homes and encourages the adoption of sustainable practices by the homebuilding industry. 3 (pg. 273) 1.1 ENERGY STAR with Indoor Air Package IQ 2: COMBUSTION VENTING 34 (OR EA 2-11) Intent. Reduce consumption of nonrenewable energy sources by encouraging the installation and operation of renewable electric generation systems. Intent. Design home features to minimize the need for poisons for control of insects, rodents, and other pests. ID 1: INTEGRATED PROJECT PLANNING (pg. 37) 2.1 Durability Planning (pg. 37) 2.2 Durability Management (pg. 37) 2.3 Third-Party Durability Management Verification (P) (pg. 111) 3 Reduce Local Heat Island Effects SS 4: SURFACE WATER MANAGEMENT There are five basic steps for a builder to follow in participating in LEED for Homes: 1. Contact a LEED for Homes Provider and register the project with USGBC. 2. Identify a project team 3. Build the home to the stated goals. Build onsite HERS and green rating tasks. 4. Achieve certification as a LEED home. 5. Post-certification and marketing support. (P) Intent. Reduce energy consumption associated with the domestic hot water system, including improving the efficiency of both the hot water system design and the layout of the fixtures in the home. Intent. Design landscape features to reduce local heat island effects. HOW TO PARTICIPATE IN LEED FOR HOMES 1.1 Preliminary Rating 1.2 Integrated Project Team 1.3 Professional Credentialed with Respect to LEED for Homes 1.4 Design Charrette 1.5 Building Orientation for Solar Design ID 2: DURABILITY MANAGEMENT PROCESS 1 What is the LEED for Homes Green Building Rating System? (P) Intent. Improve the overall quality of a home's indoor environment by installing an approved bundle of air quality measures. Intent. Reduce energy consumption associated with the heating and cooling system. (P) 2.1 No Invasive Plants 2.2 Basic Landscape Design 2.3 Limit Conventional Turf 2.4 Drought-Tolerant Plants 2.5 Reduce Overall Irrigation Demand by at Least 20% SS 3: LOCAL HEAT ISLAND EFFECTS (OR EA 2-11) (pg. 179) 2.1 Basic Insulation (pg. 179) 2.2 Enhanced Insulation EA 3: AIR INFILTRATION Intent. Design landscape features to avoid invasive species and minimize demand for water and synthetic chemicals. The adjustments in (Table 2) below compensate for the overarching effects of home size on consumption by adjusting the award level point thresholds based on home size. For further explanation see pages 8-11 in the LEED H Reference Guide. Certified (pg. 169) 1.1 Performance of ENERGY STAR for Homes (pg. 169) 1.2 Exceptional Energy Performance EA 2: INSULATION (pg. 201) 6.1 Good HVAC Design and Installation (pg. 201) 6.2 High-Efficiency HVAC (pg. 201) 6.3 Very High-Efficiency HVAC EA 7: WATER HEATING © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. IQ 1: ENERGY STAR WITH INDOOR AIR PACKAGE Intent. Minimize energy consumption due to thermal bridges and/or leaks in the heating and cooling distribution system. (pg. 75) 6 Access to Open Space Required Points Platinum 1 2 3 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 8 INDOOR ENVIRONMENTAL QUALITY (EQ) Intent. Improve the overall energy performance of a home by meeting or exceeding the performance of an ENERGY STAR labeled home. (pg. 185) 3.1 Reduced Envelope Leakage (pg. 185) 3.2 Greatly Reduced Envelope Leakage (pg. 185) 3.3 Minimal Envelope Leakage EA 4: WINDOWS www.FreeGreen.com (P) (pg. 261) 3.1 Construction Waste Management Planning (pg. 261) 3.2 Construction Waste Reduction Intent. Maximize the energy performance of windows. Intent. Provide open space to encourage walking, physical activity, and time spent outdoors. The LEED for Homes Rating System works by requiring a minimum level of performance through prerequisites and rewarding improved performance in each of the above categories. The level of performance is indicated by four performance tiers. See (Table 1). Table 1 LEED for Homes Certification Levels Gold 1 2 1 FREE GREEN Intent. Reduce waste generated to a level below the industry norm. 3 6 Intent. Design and install insulation to minimize heat transfer and thermal bridging. Intent. Encourage the building of LEED homes in developments that are served by or are near existing infrastructure (i.e., sewers and water supply). CERTIFICATION LEVELS (pg. 31) (pg. 31) (pg. 31) (pg. 31) (pg. 31) 2 (pg. 55) 2 Site Selection LL 3: PREFERRED LOCATIONS (pg. 247) 2.1 FSC-Certified Tropical Wood (pg. 247) 2.2 Environmentally Preferable Products MR 3: WASTE MANAGEMENT Intent. Minimize outdoor demand for water through water-efficient irrigation. 10 Intent. Encourage the building of LEED homes near or within existing communities. 1. Innovation & Design (ID) Process. Special design methods, unique regional credits, measures not currently addressed in the Rating System, and exemplary performance levels. 2. Location & Linkages (LL). The placement of homes in socially and environmentally responsible ways in relation to the larger community. 3. Sustainable Sites (SS). The use of the entire property so as to minimize the project's impact on the site. 4. Water Efficiency (WE). Water conservation practices, both indoor and outdoor. 5. Energy & Atmosphere (EA). Energy efficiency, particularly in the building envelope and heating and cooling design. 6. Materials & Resources (MR). Efficient utilization of materials, selection of environmentally preferable materials, and minimization of waste during construction. 7. Indoor Environmental Quality (EQ). Improvement of indoor air quality by reducing the creation of and exposure to pollutants. 8. Awareness & Education (AE). The education of homeowner, tenant, or multifamily building manager about the operations and maintenance of the green features of a LEED Home. (OR WE 2.3) 3 1 4 EA 1: OPTIMIZE ENERGY PERFORMANCE Intent. Avoid development on environmentally sensitive sites. Prerequisites and points are classified in eight credit categories: (OR WE 2.3) ENERGY & ATMOSPHERE (EA) Intent. Minimize the environmental impact of land development practices by building homes in LEED for Neighborhood Development certified developments. LEED certification is based on 18 prerequisites and 67 credits. The prerequisites are basic performance standards: they are mandatory for every project, and no points are awarded for meeting them. To achieve certification, builders earn credit points by exceeding the minimum standards of the prerequisites. In total, 136 credit points are available. (pg. 145) 2.1 High-Efficiency Irrigation System (pg. 146) 2.2 Third-Party Inspection (pg. 146) 2.3 Reduce Overall Irrigation Demand by at Least 45% WE 3: INDOOR WATER USE (pg. 159) 3.1 High-Efficiency Fixtures and Fittings (pg. 159) 3.2 Very High-Efficiency Fixtures and Fittings LL 1: LEED FOR NEIGHBORHOOD DEVELOPMENT CREDIT CATEGORIES & CERTIFICATION LEVELS I. II. III. IV. ID 3: INNOVATIVE OR REGIONAL DESIGN LOCATION AND LINKAGES (LL) I. II. III. IV. I. II. III. IV. 1 1 3 4 LEED-H RATING SYSTEM CHECKLIST (P) 1 PROJECT NUMBER: DATE: TOTAL ESTIMATED POINTS ELIGIBLE BY THIS DESIGN: Issue Date MY BU, SH DRAWN BY: Intent. Maintain the performance of the home by educating the building manager about the operations and maintenance of the home's LEED features and equipment. (pg. 339) 2 Education of Building Manager 10-002 CHECKED BY: 1 A-00-2 24.5 SCALE 9/24/2009 10:33:20 AM IV. III. II. I. TOTAL: CREDIT ATTEMPTED: (YES/NO) ESTIMATED POINTS ELIGIBLE BY THIS DESIGN: MAX POINTS AVAILABLE: (M = MANDATORY REQUIREMENT PRESENT) I. II. III. IV. 403 SITE DESIGN 403.0 Intent. The project is designed to avoid detrimental environmental impacts, minimize any unavoidable impacts, and mitigate for those impacts that do occure. The project is designed to minimize environmental impacts and to protect, restore, and enhance the natural features and environmental quality of the site. I. II. III. IV. (pg. 16) (pg. 16) (pg. 16) (pg. 16) (pg. 16) (pg. 17) (pg. 17) (pg. 18) (pg. 18) (pg. 18) (pg. 18) (pg. 18) (pg. 18) 300 COMPLIANCE METHOD 301.1 Environmental performance levels. The building, project, site, and or development's environmental performance level shall consist of all mandatory requirements, plus points assessed using the point system specified within this Chapter. The level of performance shall be in accordance with Table 302, 303 or 305.5 as acceptable. (pg. 18) (pg. 18) (pg. 19) (pg. 19) 301.2 Awarding of points. Points shall be awarded as follows: (1) The maximum number of points that can be awarded for each practice is noted with that practice. (2) Points allocation for multi-unit buildings shall be as prescribed in section 304. (3) The Adopting Entity shall allow new products and practices to be added where deemed to meet the intent of this Standard. Points assigned for any new product or practice shall be determined by the Adopting Entity. 302 - GREEN SUBDIVISIONS Table 302 Threshold Point Ratings for Site Design and Development (pg. 19) (pg. 20) (pg. 20) (pg. 20) (pg. 20) (pg. 20) Performance Level Points Two Stars Three Stars Four Stars 400 Site Design and Development 79 104 134 175 303 - GREEN BUILDINGS 303.1 Green buildings. The threshold points required for the environmental performance levels for a green building shall be in accordance with Table 303. To qualify for one of these performance levels, all of the following shall be satisfied: Lot Design, Preparation, and Development Bronze Silver Gold Emerald 39 66 93 119 2 600 Resource Efficiency 45 79 113 146 3 700 Energy Efficiency 30 60 100 120 4 800 Water Efficiency 14 26 41 60 5 900 Indoor Environmental Quality 36 65 100 140 Operation, Maintenance and Building Owner Education 8 10 11 12 Additional Points from any category 52 102 102 102 224 408 560 699 1 500 6 1000 Total Points: 5 6 10 18 7 6 9 9 4 304.1 Green Multi-Unit Buildings. For multi-unit buildings, points for the green building practices that apply to multiple units shall be credited once for the entire building. Where points are credited, practices shall be implemented in all units, as applicable. Where apllication of a prescribed practice allows for a different nuber of points for different units in a multi-unit building, the fewer number of points shall be awarded. I. II. III. IV. 400 SITE DESIGN AND DEVELOPMENT (pg. 22) (pg. 22) (pg. 23) (pg. 23) (pg. 23) (pg. 24) (pg. 24) (pg. 24) (pg. 24) 503.1 Natural resources. 503.2 Slope disturbance. (Points awarded only if there are developable steep slopes in the project area) 503.3 Soil disturbance and erosion. 503.4 Storm water management. 503.5 Landscape plan. 503.6 Wildlife habitat. 503.7 Mixed-use development. 503.8 Environmentally sensitive areas. 503.9 Density. 504 LOT CONSTRUCTION 24 24 15 20 34 4 6 6 10 504.0 Intent. Environmental impact during construction is avoided to the extent possible; impacts that do occure are minimized, and any significant impacts are mitigated. 400.0 Intent. This section applies to land development for the eventual construction of buildings or additions thereto that contain dwelling units. The rating earned under Section 303 based on practices herein, applies only to the site as defined in Chapter 2. The buildings on the site earn their own performance level by complying with the provisions of Section 303, 304, or 305.5, as applicable. (pg. 25) 504.1 On-site supervision and coordination. (pg. 25) 504.2 Trees and vegetation. (pg. 25) 504.3 Soil disturbance and erosion. 505 INNOVATIVE PRACTICES 401 SITE SELECTION 401.0 Intent. The site is selected to minimize environmental impact by one or more of the following: 4 5 402.0 Intent. The site is designed and constructed by a team of qualified professionals trained in green development issues. (pg. 29) (pg. 29) (pg. 30) (pg. 30) (pg. 30) (pg. 30) (pg. 30) (pg. 31) (pg. 31) (pg. 31) (pg. 31) (pg. 31) (pg. 32) (pg. 32) (pg. 26) 505.1 Driveways and parking areas. (pg. 26) 505.2 Heat island mitigation. 601 QUALITY OF CONSTRUCTION MATERIALS AND WASTE 601.0 Intent. Design and construction practices that minimize the environmental impact of the building materials are incorporated, environmentally efficient building systems and materials are incorporated, and waste generated during construction is reduced. 4 4 (pg. 54) (pg. 56) (pg. 59) (pg. 60) (pg. 60) 704.2 Lighting and appliances. 704.3 Renewable energy and solar heating and cooling. 704.4 Ducts. 704.5 HVAC design and installation. 704.6 Installation and performance verification. 705 INNOVATIVE PRACTICES (pg. 62) 705.1 Energy consumption control. (pg. 62) 705.2 Renewable energy service plan. 3 M 3 4 M 4 6 M (M) (M) 4 4 6 6 3 6 9 6 7 6 8 7 6 9 6 10 (pg. 63) (pg. 64) (pg. 64) (pg. 65) (pg. 65) (pg. 66) (pg. 66) (pg. 67) (pg. 67) 801.1 Indoor hot water usage. 801.2 Water-conserving appliance. 801.3 Food waste disposers. 801.4 Showerheads. 801.5 Faucets. 801.6 Water closets and urinals. 801.7 Irrigation systems. 801.8 Rainwater collection and distribution. 801.9 Water filters. 802 INNOVATIVE PRACTICES (pg. 68) 802.1 Gray water. (pg. 68) 802.2 Composting or waterless toilets and/or urinals. (pg. 68) 802.3 Automatic shutoff water devices. 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 What is the NAHB National Green Building Standard? In 2007 the National Association of Home Builders (NAHB) and the International Code Council (ICC) partnered to form to establish a muchneeded and nationally-recognizable standard definition of what is meant by "Green Building." 6 (Max points vary) 14 1 5 8 (M) 28 19 8 1 A consensus committee was formed to develop this standard in compliance with the requirements of the American National Standards Institute (ANSI). The resulting ANSI approved ICC-700-2008 National Green Building Standard defines green building for single and multifamily homes, residential remodeling projects and site development projects while still allowing for the flexibility required for regionally-appropriate best green practices. Similar to the NAHB Model Green Homebuilding Guidelines, a builder, remodeler or developer must incorporate a minimum number of features in the following areas: energy, water, and resource efficiency, lot and site development, indoor environmental quality, and home owner education. The more points accrued, the higher the score. The Standard, however, includes more mandatory items and suggests that higher thresholds be met in several categories. A new threshold "Emerald" - was added to denote the highest achievement in residential green construction. (Max points vary) (M) 24 2 900 INDOOR ENVIRONMENTAL QUALITY (pg. 75) (pg. 76) (pg. 77) (pg. 77) (pg. 77) (pg. 78) www.FreeGreen.com © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. 801.0 Intent. Measures that reduce indoor and outdoor water usage are implemented. 15 901.1 Space and water heating options. 901.2 Fireplaces and fuel-buring appliances. 901.3 Garages. 901.4 Wood materials. 901.5 Carpets. 901.6 Hard-surface flooring. 901.7 Wall coverings. 901.8 Architectural coatings. 901.9 Adhesives and sealants. 901.10 Cabinets. 901.11 Insulation. 901.12 Carbon monoxide (CO) alarms. 901.13 Building entrance pollutants control. 901.14 Non-smoking areas. 902 POLLUTANT CONTROL (M) (M) (M) (M) 25 10 7 10 4 10 10 6 4 13 10 5 5 3 3 1 1 902.0 Intent. Pollutants generated in the building are controlled (M) 31 12 902.1 Spot ventilation. 28 15 902.2 Building ventilation systems. (M) 15 M 902.3 Radon control. 3 902.4 HVAC system protection. 5 902.5 Central vacuum system. 8 902.6 Living space contaminants. 903 MOISTURE MANAGEMENT: VAPOR, RAINWATER, PLUMBING, HVAC How to use the NAHB National Green Building Standard Checklist: If you plan to have your project certified by the NAHB National Green Building Standard, this page will provide you with a brief but clear outline of the program's mandatory and credit requirements. Additional clarifying text can be found in the full National Green Building Standard. This checklist is a worksheet only and is not a substitute for online scoring at NAHBGreen.org which. Scoring through NAHBGreen.org is required for home certification in the NAHBGreen program. To purchase the National Green Building Standard or for more information visit www.BuilderBooks.com. If you choose not to have your project certified but would like to incorporate green practices, products and materials, use this sheet as a guide to select the green features you would like to include. FreeGreen Inc. has made an effort to include many green building practices, products and materials right into this free home plan set. If followed as presented, this home design is already eligible for a variety of points under NAHB National Green Building Standard Rating System. This page also identifies these achievable points for your convenience. SEE COLUMN "II." NOTE: Points available for renovations and additions as specified in the NAHB Green Building Standard are not listed on this sheet. For a description of points available for renovations and additions as specified in the NAHB Green Building Standard please purchace the full standard at www.BuilderBooks.com. 903.0 Intent. Moisture and moisture effects are controlled 10 (pg. 78) (pg. 78) (pg. 79) (pg. 79) (pg. 80) (pg. 81) (pg. 81) 903.1 Tile backing materials. 903.2 Capillary breaks. 903.3 Crawlspaces. 903.4 Moisture control measures. 903.5 Plumbing. 903.6 Duct insulation. 903.7 Relative humidity. 904 INNOVATIVE PRACTICES (pg. 81) 904.1 Humidity monitoring system. (pg. 81) 904.2 Kitchen exhaust. 700 ENERGY EFFICIENCY (pg. 44) (pg. 46) (pg. 48) (pg. 49) (pg. 52) 7 7 800 WATER EFFICIENCY (pg. 69) (pg. 70) (pg. 71) (pg. 71) (pg. 72) (pg. 72) (pg. 72) (pg. 73) (pg. 73) (pg. 74) (pg. 74) (pg. 74) (pg. 75) (pg. 75) 606.0 Intent. Building materials derived from renewable resources are used. (pg. 39) (pg. 39) (pg. 39) (pg. 39) (pg. 39) (pg. 39) (pg. 40) (pg. 40) (pg. 40) (pg. 41) (pg. 43) 52 9 1 43 901.0 Intent. Pollutant sources are controlled. 605.0 Intent. Waste generated during construction is recycled. All waste classified as hazardous shall be properly handled and disposed. 701 MINIMUM ENERGY EFFICIENCY REQUIREMENTS 701.1 Mandatory requirements. 701.1.1 Minimum Performance Path requirements. 701.1.2 Minimum Prescriptive Path requirements. 701.1.3 Alternative bronze level compliance. 701.2 Emerald level points. 701.1.3 Adopting Entity review. 701.4 Mandatory practices. 701.4.1 HVAC systems. 701.4.2 Duct systems. 701.4.3 Insulation and air sealing. 701.4.4 Fenestration. 702 PERFORMANCE PATH 702.1 Point allocation. 702.2 Energy cost performance level. 703 PRESCRIPTIVE PATH 703.1 Building envelope. 703.2 Insulation and air sealing. 703.3 Fenestration. 703.4 HVAC equipment efficiency. 703.5 Water heating design, equipment, and installation. 704 ADDITIONAL PRACTICES FREE GREEN (Max points vary) 901 POLLUTANT SOURCE CONTROL 12 3 4 (pg. 33) 606.1 Biobased products. (pg. 34) 606.2 Wood-based products. (pg. 34) 606.3 Manufacturing energy. 607 RESOURCE-EFFICIENT MATERIALS (pg. 34) 607.1 Resource-efficient materials. 608 INDIGENOUS MATERIALS (pg. 34) 608.1 Indigenous materials. 609 LIFE CYCLE ANALYSIS (pg. 35) 609.1 Life cycle analysis. 610 INNOVATIVE PRACTICES (pg. 35) 610.1 Manufacturer's environmental management system concepts. 29 801 INDOOR AND OUTDOOR WATER USE 5 4 (M) 4 3 4 (M) 602.1 Exterior doors. 602.2 Roof overhangs. 602.3 Foundation drainage. 602.4 Drip edge. 602.5 Roof water discharge. 602.6 Finished grade. 602.7 Termite barrier. 602.8 Termite-resistant materials. 602.9 Water-resistive barrier. 602.10 Ice barrier. 602.11 Foundation waterproofing. 602.12 Flashing. 602.13 Roof surfaces. 602.14 Recycling. 603 REUSED OR SALVAGED MATERIALS (pg. 32) 603.1 Reused of existing building. (pg. 32) 603.2 Salvaged materials. (pg. 32) 603.3 Scrap materials. 604 RECYCLED-CONTENT BUILDING MATERIALS (pg. 32) 604.1 Recycled content. 605 RECYCLED CONSTRUCTION WASTE (pg. 43) (pg. 43) 505.0 Intent. Innovative lot design, preparation and development practices are used to enhance environmental performance. Waivers of variances from local development regulations are obtained, and innovative zoning practices are used to implement such practices. 600 RESOURCE EFFICIENCY 4 3 (M) 3 4 11 34 I. II. III. IV. 602.0 Intent. Design and construction practices are implemented that enhance the durability of materials and reduce in-service maintenance. (pg. 33) 605.1 Construction waste management plan. (pg. 33) 605.2 On-site recycling. (pg. 33) 605.1 Recycled construction materials. 606 RENEWABLE MATERIALS 503.0 Intent. The lot is designed to avoid detrimental environmental impacts first, minimize any unavoidable impacts, and mitigate for those impacts that do occure. The project is designed to minimize environmental impacts and to protect, restore, and enhance the natural features and environmental quality of the lot. 304 - GREEN BUILDINGS (pg. 15) 402.1 Team. (pg. 15) 402.2 Training. (pg. 15) 402.3 Project checklist. Driveways and parking areas. Street widths. Cluster development. Zoning. Wetlands. Mass transit. 501 LOT SELECTION (pg. 21) 501.1 Lot. (pg. 21) 501.2 Mass Transportation. 502 PROJECT TEAM, MISSION STATEMENT, AND GOALS (pg. 21) 502.1 Project team, mission statement, and goals. 503 LOT DESIGN (1) In addition to the threshold number of points in each category, all mandatory provisions of each category shall be implemented. (2) For dwelling units greater than 4,000 square feet (372 square meter), the number of points in Category 7 (Additional Points from any category) shall be increased in accordance with Section 601.1. The "Total Points" shall be increased by the same number of points. (pg. 15) 401.1 Infill Site. (pg. 15) 401.2 Greyfield/brownfield site. 402 PROJECT TEAM, MISSION STATEMENT, AND GOALS 405.1 405.2 405.3 405.4 405.5 405.6 15 (M) 9 13 4 38 8 4 12 2 3 4 601.1 Conditioned floor area. 601.2 Material usage. 601.3 Building dimensions and layouts. 601.4 Framing and structural plans. 601.5 Prefabricated components. 601.6 Stacked stories. 601.7 Site-applied finishing materials. 601.8 Foundations. 601.9 Above grade wall systems. 602 ENHANCED DURABILITY AND REDUCED MAINTENANCE 603.0 Intent. Practices that reuse or modify existing structures, salvages materials for other uses, or use salvaged materials in the building's construction are implemented. 500.0 Intent. This section applies to lot development for the eventual construction of residential buildings, multi-unit buildings, or additions thereto that contain dwelling units. The buildings on the lot earn their own performance level by complying with the provisions of Section 303, 304, or 305.5, as applicable. Table 303 Threshold Point Ratings for Green Buildings Performance Level Points (1) (2) 4 12 31 19 (pg. 27) (pg. 28) (pg. 28) (pg. 28) (pg. 28) (pg. 28) (pg. 28) (pg. 29) (pg. 29) 500 LOT DESIGN, PREPARATION, AND DEVELOPMENT (1) The threshold number of points, in accordance with Table 303, shall be achieved as prescribed in Categories 1 through 6. The lowest level achieved in any category shall determine the overall performance level achieved for the building. (2) In addition to the threshold number of points in each category, all mandatory provisions of each category shall be implemented. (3) In addition to Section 701, either Section 702 (Performance Path) or Section 703 (Prescriptive Path) shall be used to establish the threshold performance level under Category 3 (Energy Efficiency). (4) In addition to the threshold number of points prescribed in Categories 1 through 6, the additional points prescribed in Category 7 shall be achieved from any of the categories. Where deemed appropriate by the Adopting Entity, additional points from Category 7 may be assigned to another category (or categories) to increase the threshold points required for that category (or categories). Points shall not be reduced by the Adopting Entity in any of six other categories. Green Building Category 404.1 On-site supervision and coordination. 404.2 Trees and vegetation. 404.3 Soil disturbance and erosion. 404.4 Wildlife habitat. 405 INNOVATIVE PRACTICES 405.0 Intent. Innovative site design, preparation, and development practices are used to enhance environmental performance. Waivers or variances from local development regulations are obtained, and innovative zoning practices are used to implement such practices, as applicable. 302.1 Site design and development. The threshold points required for the environmental performance levels to qualify a new or existing subdivision as green under this Standard shall be in accordance with Table 302 and based on points in Chapter 4. One Star 18 6 28 12 21 54 5 5 6 1 6 10 6 404.0 Intent. Environmental impact during construction is avoided to the extent possible; impacts that do occure are minimized, and any significant impacts are mitigated. 301 - GENERAL Green Subdivision Category 403.1 Natural resources. 403.2 Building orientation. 403.3 Slope disturbance. (Points awarded only if there are developable steep slopes in the project area) 403.4 Soil disturbance and erosion. 403.5 Storm water management. 403.6 Landscape plan. 403.7 Wildlife habitat. 403.8 Operations and maintenance plan. 403.9 Existing buildings. 403.10 Existing and recycled materials. 403.11 Environmentally sensitive areas. 403.12 Density. 403.13 Mixed-use development. 404 SITE DEVELOPMENT AND CONSTRUCTION I. II. III. IV. M M M M (M) (M) (M) (M) (M) 120 (Max points vary) 15 3 12 (Max points vary) (Max points vary) 704.1 Application of additional practice points. Points from Section 704 can be added to points earned in Section 702 (Performance Path), Section 703 (Prescriptive Path), or Section 701.1.3 (alternative bronze level compliance). (M) (M) 3 3 (M) 16 (M) 10 9 2 (M) 2 8 2 2 1000 OPERATION, MAINTENANCE, & BLDG OWNER EDUCATION 1001 BUILDING OWNERS' MANUAL FOR ONE AND TWO-FAMILY DWELLINGS PROJECT NAME: 1001.0 Intent. Information on the building's use, maintenance, and green components is provided. (M) 10 (pg. 83) 1001.1 Building owner's manual. 1002 TRAINING OF BUILDING OWNERS ON OPERATION & MAINTENANCE FOR ONE & TWO-FAMILY DWELLINGS AND MULIT-UNIT BUILDINGS 6 (pg. 84) 1002.1 Training of building owners. 1003 CONSTRUCTION, OPERATION, & MAINTENANCE MANUALS & TRAINING FOR MULTI-UNIT BUILDINGS 1003.0 Intent. Manuals are provided to the responsible parties (owner, management, tenant, and/or maintenance team) regarding the construction, operation, and maintenance of the building... (M) 4 (pg. 85) 1003.1 Building construction manual. (M) 5 (pg. 85) 1003.2 Operations manual. (M) 4.5 (pg. 86) 1003.3 Maintenance manual. 91 TOTAL ESTIMATED POINTS ELIGIBLE BY THIS DESIGN: NE COLONIAL NAHB GREEN BUILDING STANDARD PROJECT NUMBER: 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: A-00-3 SCALE 9/24/2009 10:33:21 AM IV. III. II. I. WINDOW SCHEDULE UNIT TYPE SPECIAL No. MANUFACTURER MODEL NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 15 16 17 18 19 20 ANDERSON ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT ANDERSON, 400 SERIES WOODWRIGHT CIR20 WDH210-46 WDH210-410 WDH210-410 WDH38-310 WDH210-510 WDH210-310 WDH26-32 WDH20-410 WDH20-310 WDH18-46 WDH18-46 WPW310-46 WPW410-410 WPW20-310 (CUSTOM) WTR210-10 WTR210-10 WTR18-10 CIRCLE - FIXED DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG FIXED FIXED FIXED, TEMPERED TRANSOM TRANSOM TRANSOM MULLED UNIT TEMPERED MULLED UNIT MULLED UNIT MULLED UNIT MULLED UNIT MULLED UNIT MULLED UNIT MULLED UNIT MULLED UNIT MULLED UNIT UNIT WIDTH UNIT HEIGHT ROUGH WIDTH 1' - 7 3/4" 2' - 11 5/8" 2' - 11 5/8" 2' - 11 5/8" 3' - 9 5/8" 2' - 11 5/8" 2' - 11 5/8" 2' - 7 5/8" 2' - 1 5/8" 2' - 1 5/8" 1' - 9 5/8" 1' - 9 5/8" 3' - 11 5/16" 4' - 11 5/16" 2' - 1 5/8" 2' - 11 5/8" 2' - 11 5/8" 1' - 9 5/8" 1' - 7 3/4" 4' - 8 7/8" 5' - 0 7/8" 5' - 0 7/8" 4' - 0 7/8" 6' - 0 7/8" 4' - 0 7/8" 3' - 4 7/8" 5' - 0 7/8" 4' - 0 7/8" 4' - 8 7/8" 4' - 8 7/8" 4' - 8 7/8" 5' - 0 7/8" 4' - 0 7/8" 1' - 0" 1' - 0" 1' - 0" 2' - 0 5/8" 3' - 0 1/8" 3' - 0 1/8" 3' - 0 1/8" 3' - 10 1/8" 3' - 0 1/8" 3' - 0 1/8" 2' - 8 1/8" 9' - 3 1/2" 2' - 2 1/8" 7' - 7 1/2" 1' - 10 1/8" 7' - 7 1/2" 9' - 3 1/2" 2' - 2 1/8" 3' - 0 1/8" 3' - 0 1/8" 1' - 10 1/8" FREE GREEN ROUGH HEIGHT QUANTITY 2' - 0 5/8" 4' - 9 3/8" 5' - 1 3/8" 6' - 1 3/8" 4' - 1 3/8" 7' - 1 3/8" 4' - 1 3/8" 3' - 5 3/8" 5' - 1 3/8" 4' - 1 3/8" 4' - 9 3/8" 5' - 9 3/8" 4' - 9 3/8" 5' - 1 3/8" 4' - 1 3/8" 6' - 1 3/8" 7' - 1 3/8" 5' - 9 3/8" 1 12 2 3 1 4 5 3 2 2 2 2 1 1 1 3 4 2 www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES: EGRESS = WINDOW WITH MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (24"Hx20"W MIN) WINDOW SILL HEIGHT NOT MORE THAN 44" ABOVE FLOOR. 1 DEPTH OF SPRAY FOAM INSULATION TO MEET 2006 IECC REQUIREMENT FOR THE PROJECTS CLIMATE ZONE. 2 STEPS OR RAMP TO GRADE AS REQ PER SITE CONDITIONS. MINIMUM 3'-0" LANDING REQUIRED AT ALL ENTRY WAYS. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. 3 A-04-1 T.O. RIDGE RAFTER EL = +/- 31'-10 3/8" V.I.F. 12 12 9 ASPHALT SHINGLE ROOFING 9 ROOF CONSTRUCTION: (TOP DOWN) - ASPHALT SHINGLES - ROOFING PAPER (30LB FELT OR EQUIVALENT) - 5/8" SHEATHING - 2x10 RAFTERS @ 24" O/C W/ SPRAY FOAM INSULATION (UNVENTED) 1 - 1x3 STRAPPING @ 16" O/C - 1/2" GYPSUM BOARD (REQ FOR THERMAL BARRIER) 3 A-04-1 2 T.O. RIDGE RAFTER EL = +/- 25'-10 3/8" V.I.F. A-04-1 12 12 +/- 6' - 8 3/8" V.I.F. 9 WINDOWS & DOORS OUTSIDE CORNERS INSIDE CORNERS ROOF FASCIA BAND BOARD LOWER BAND BOARD UPPER GABLE FRIEZE SOFFIT FRIEZE PANELING SOFFIT 9 3' - 2" MASONRY CHIMNEY & FIRE PLACE T.O. ATTIC SUB FLOOR EL = 19'-2" 1' - 0" 1 A-04-2 T.O. UPPER LEVEL SUB FLOOR EL = 10'-1" A-04-2 2 11 15 11 2 2 12 12 6 6 B.O. WINDOW HEADER 2 5 A-04-2 6' - 6" A-04-2 3 B.O. WINDOW HEADER 5 7' - 0" CLAP BOARD SIDING EXT WALL CONSTRUCTION: (OUTSIDE to IN) 5/16" FIBER CEMENT CLAP BOARD SIDING CORRUGATED SPACER MESH BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE W/ MIN 6" OVERLAP AT HORZ JOINTS 1/2" SHEATHING 2x6 STUD WALL W/ SPRAY FOAM INSULATION 1/2" GYPSUM BOARD W/ VAPOR SEMI-PERMEABLE LATEX PAINT - 8' - 1" 9' - 1" - 1x4 + HEAD CROWN MOLDING (AT FRONT ONLY) - 1x8 + CROWN MOLDING CAP - 1x1 - 1/2"x8 @ EAVE, 1/2"x10 @ RAKE - 1x8 W/ 2x2 CANTED TOP COURSE - 1x8 - 1x4 - 1x6 + CROWN MOLDING - 4'x8'x3/4" MDO (ALL SIDES PAINTED & SEALED) - 1x4 T&G 2 B.O. FLOOR FRAMING EL REVISION SCHEDULE: No. Description Date 2 1' - 0" B.O. FLOOR FRAMING EL 1/2" COVER BOARDS OVER BEAM 1 18 3 3 1 A-04-3 T.O. ENTRY LEVEL SUB FLOOR EL = 0'-0" 1' - 0" B.O. FLOOR FRAMING EL 2 B.O. WINDOW HEADER 4 7' - 0" DECORATIVE COLUMN CAP OVER 6x6 PT POST ON GALV STEEL POST ANCHOR TYP 9' - 1" GARAGE WALL CONSTRUCTION: (OUTSIDE to IN) - 5/16" FIBER CEMENT CLAP BOARD SIDING - CORRUGATED SPACER MESH - BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE - W/ MIN 6" OVERLAP AT HORZ JOINTS - 1/2" SHEATHING - 2x6 STUD WALL (UNINSULATED) - 5/8" TYPE "X" GYPSUM BOARD W/ VAPOR SEMI-PERMEABLE LATEX PAINT 2 16 A-04-4 9 9 2 GARAGE DOOR 8-0x7-0 A-04-3 GARAGE DOOR 8-0x7-0 2 8' - 0" 3" T.O. FOUNDATION WALL GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10' 6 6 A-04-2 A-04-3 MDO PAINTED & SEALED ALL SIDES 3 4 A-04-4 A-04-4 PROJECT NAME: GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10' NE COLONIAL STEP CONC FOOTING BELOW FROST DEPTH T.O. CONCRETE FOOTING EL = (-) 9'-3" ELEVATION FRONT PROJECT NUMBER: 10-002 DATE: 1 FRONT ELEVATION 1/4" = 1'-0" Issue Date MY BU, SH DRAWN BY: CHECKED BY: A-01-1 SCALE 1/4" = 1'-0" 9/24/2009 10:33:23 AM 10' - 1" A-04-4 9' - 3" +/- 31' - 10 3/8" V.I.F. EXTERIOR TRIM PROFILES: CLEAR CEDAR OR FIBER CEMENT FREE GREEN www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES: EGRESS = WINDOW WITH MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (24"Hx20"W MIN) WINDOW SILL HEIGHT NOT MORE THAN 44" ABOVE FLOOR. 3 12 A-04-1 1 DEPTH OF SPRAY FOAM INSULATION TO MEET 2006 IECC REQUIREMENT FOR THE PROJECTS CLIMATE ZONE. 2 STEPS OR RAMP TO GRADE AS REQ PER SITE CONDITIONS. MINIMUM 3'-0" LANDING REQUIRED AT ALL ENTRY WAYS. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. 12 10 10 T.O. RIDGE RAFTER EL = +/- 31'-10 3/8" V.I.F. EXTERIOR TRIM PROFILES: CLEAR CEDAR OR FIBER CEMENT - 1x4 + HEAD CROWN MOLDING (AT FRONT ONLY) - 1x8 + CROWN MOLDING CAP - 1x1 - 1/2"x8 @ EAVE, 1/2"x10 @ RAKE - 1x8 W/ 2x2 CANTED TOP COURSE - 1x8 - 1x4 - 1x6 + CROWN MOLDING - 4'x8'x3/4" MDO (ALL SIDES PAINTED & SEALED) - 1x4 T&G 3 A-04-1 T.O. RIDGE RAFTER EL = +/- 25'-10 3/8" V.I.F. 2 +/- 6' - 8 3/8" V.I.F. WINDOWS & DOORS OUTSIDE CORNERS INSIDE CORNERS ROOF FASCIA BAND BOARD LOWER BAND BOARD UPPER GABLE FRIEZE SOFFIT FRIEZE PANELING SOFFIT A-04-2 2 2 12 6 EXT WALL CONSTRUCTION: (OUTSIDE to IN) - 5/16" FIBER CEMENT CLAP BOARD SIDING - CORRUGATED SPACER MESH - BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE W/ MIN 6" OVERLAP AT HORZ JOINTS - 1/2" SHEATHING - 2x6 STUD WALL W/ SPRAY FOAM INSULATION 1 - 1/2" GYPSUM BOARD W/ VAPOR SEMI-PERMEABLE LATEX PAINT T.O. UPPER LEVEL SUB FLOOR EL = 10'-1" 8' - 1" CLAP BOARD SIDING ROOF CONSTRUCTION: (TOP DOWN) ASPHALT SHINGLES ROOFING PAPER (30LB FELT OR EQUIVALENT) 5/8" SHEATHING 1 2x10 RAFTERS @ 24" O/C W/ SPRAY FOAM INSULATION (UNVENTED) 1x3 STRAPPING @ 16" O/C 1/2" GYPSUM BOARD (REQ FOR THERMAL BARRIER) - 9' - 1" ASPHALT SHINGLE ROOFING 1' - 0" B.O. FLOOR FRAMING EL +/- 31' - 10 3/8" V.I.F. T.O. ATTIC SUB FLOOR EL = 19'-2" 10' - 1" 9' - 1" 1' - 0" B.O. FLOOR FRAMING EL REVISION SCHEDULE: No. Description Date 7 7 T.O. ENTRY LEVEL SUB FLOOR EL = 0'-0" GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10' 4 6 6 A-04-4 A-04-2 A-04-3 GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10' 8' - 0" 3" T.O. FOUNDATION WALL 1' - 0" B.O. FLOOR FRAMING EL 9' - 3" 2 T.O. CONCRETE FOOTING EL = (-) 9'-3" RIGHT ELEVATION 1/4" = 1'-0" PROJECT NAME: NE COLONIAL ELEVATION RIGHT PROJECT NUMBER: 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: A-01-2 SCALE 1/4" = 1'-0" 9/24/2009 10:33:24 AM 1 FREE GREEN www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES: EGRESS = WINDOW WITH MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (24"Hx20"W MIN) WINDOW SILL HEIGHT NOT MORE THAN 44" ABOVE FLOOR. 1 DEPTH OF SPRAY FOAM INSULATION TO MEET 2006 IECC REQUIREMENT FOR THE PROJECTS CLIMATE ZONE. 2 STEPS OR RAMP TO GRADE AS REQ PER SITE CONDITIONS. MINIMUM 3'-0" LANDING REQUIRED AT ALL ENTRY WAYS. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. 3 A-04-1 T.O. RIDGE RAFTER EL = +/- 31'-10 3/8" V.I.F. WINDOWS & DOORS OUTSIDE CORNERS INSIDE CORNERS ROOF FASCIA BAND BOARD LOWER BAND BOARD UPPER GABLE FRIEZE SOFFIT FRIEZE PANELING SOFFIT - 1x4 + HEAD CROWN MOLDING (AT FRONT ONLY) - 1x8 + CROWN MOLDING CAP - 1x1 - 1/2"x8 @ EAVE, 1/2"x10 @ RAKE - 1x8 W/ 2x2 CANTED TOP COURSE - 1x8 - 1x4 - 1x6 + CROWN MOLDING - 4'x8'x3/4" MDO (ALL SIDES PAINTED & SEALED) - 1x4 T&G ASPHALT SHINGLE ROOFING ROOF CONSTRUCTION: (TOP DOWN) ASPHALT SHINGLES ROOFING PAPER (30LB FELT OR EQUIVALENT) 5/8" SHEATHING 1 2x10 RAFTERS @ 24" O/C W/ SPRAY FOAM INSULATION (UNVENTED) 1x3 STRAPPING @ 16" O/C 1/2" GYPSUM BOARD (REQ FOR THERMAL BARRIER) - 3 A-04-1 T.O. RIDGE RAFTER EL = +/- 25'-10 3/8" V.I.F. +/- 6' - 8 3/8" V.I.F. EXTERIOR TRIM PROFILES: CLEAR CEDAR OR FIBER CEMENT MASONRY CHIMNEY & FIRE PLACE 1 A-04-1 17 10 10 7' - 0" 5 8' - 1" A-04-2 B.O. WINDOW HEADER 5 2 T.O. UPPER LEVEL SUB FLOOR EL = 10'-1" A-04-2 19 18 18 3 A-04-2 7 8 8 8 8' - 0" 7 4 6 1 6 6 A-04-3 9' - 1" 19 B.O. WINDOW HEADER 19 10' - 1" 1' - 0" B.O. FLOOR FRAMING EL 2 GARAGE WALL CONSTRUCTION: (OUTSIDE to IN) 5/16" FIBER CEMENT CLAP BOARD SIDING CORRUGATED SPACER MESH BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE W/ MIN 6" OVERLAP AT HORZ JOINTS 1/2" SHEATHING 2x6 STUD WALL (UNINSULATED) 5/8" TYPE "X" GYPSUM BOARD W/ VAPOR SEMI-PERMEABLE LATEX PAINT 9' - 1" 1' - 0" B.O. FLOOR FRAMING EL +/- 31' - 10 3/8" V.I.F. T.O. ATTIC SUB FLOOR EL = 19'-2" REVISION SCHEDULE: No. Description Date 4 T.O. ENTRY LEVEL SUB FLOOR EL = 0'-0" 3" T.O. FOUNDATION WALL 1' - 0" B.O. FLOOR FRAMING EL 2 GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10' STEP CONC FOOTING BELOW FROST DEPTH 6 A-04-3 A-04-2 GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10' T.O. CONCRETE FOOTING EL = (-) 9'-3" REAR ELEVATION 1/4" = 1'-0" PROJECT NAME: NE COLONIAL ELEVATION REAR PROJECT NUMBER: 10-002 DATE: Issue Date Author Checker DRAWN BY: CHECKED BY: A-01-3 SCALE 1/4" = 1'-0" 9/24/2009 10:33:25 AM 1 A-04-4 6 9' - 3" 4 EXT WALL CONSTRUCTION: (OUTSIDE to IN) - 5/16" FIBER CEMENT CLAP BOARD SIDING - CORRUGATED SPACER MESH - BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE W/ MIN 6" OVERLAP AT HORZ JOINTS - 1/2" SHEATHING - 2x6 STUD WALL W/ SPRAY FOAM INSULATION 1 - 1/2" GYPSUM BOARD W/ VAPOR SEMI-PERMEABLE LATEX PAINT 8' - 0" CLAP BOARD SIDING FREE GREEN www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES: EGRESS = WINDOW WITH MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (24"Hx20"W MIN) WINDOW SILL HEIGHT NOT MORE THAN 44" ABOVE FLOOR. 12 T.O. RIDGE RAFTER EL = +/- 31'-10 3/8" V.I.F. 2 MASONRY CHIMNEY & FIRE PLACE 10 7 T.O. ATTIC SUB FLOOR EL = 19'-2" - 1x4 + HEAD CROWN MOLDING (AT FRONT ONLY) - 1x8 + CROWN MOLDING CAP - 1x1 - 1/2"x8 @ EAVE, 1/2"x10 @ RAKE - 1x8 W/ 2x2 CANTED TOP COURSE - 1x8 - 1x4 - 1x6 + CROWN MOLDING - 4'x8'x3/4" MDO (ALL SIDES PAINTED & SEALED) - 1x4 T&G 1' - 0" B.O. FLOOR FRAMING EL ASPHALT SHINGLE ROOFING 2 2 12 6 2 T.O. UPPER LEVEL SUB FLOOR EL = 10'-1" A-04-2 12 4 12 6 20 12 6 12 B.O. WINDOW HEADER 20 9' - 1" 19 8' - 0" 1' - 0" 5 2 ROOF CONSTRUCTION: (TOP DOWN) - ASPHALT SHINGLES - ROOFING PAPER (30LB FELT OR EQUIVALENT) - 5/8" SHEATHING - 2x10 RAFTERS @ 24" O/C W/ SPRAY FOAM INSULATION (UNVENTED) 1 - 1x3 STRAPPING @ 16" O/C - 1/2" GYPSUM BOARD (REQ FOR THERMAL BARRIER) A-04-2 B.O. FLOOR FRAMING EL 10' - 1" 7' - 0" 8' - 1" 2 B.O. WINDOW HEADER 3 A-04-2 9' - 1" +/- 31' - 10 3/8" V.I.F. WINDOWS & DOORS OUTSIDE CORNERS INSIDE CORNERS ROOF FASCIA BAND BOARD LOWER BAND BOARD UPPER GABLE FRIEZE SOFFIT FRIEZE PANELING SOFFIT A-04-1 B.O. WINDOW HEADER 12 10 STEPS OR RAMP TO GRADE AS REQ PER SITE CONDITIONS. MINIMUM 3'-0" LANDING REQUIRED AT ALL ENTRY WAYS. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. EXTERIOR TRIM PROFILES: CLEAR CEDAR OR FIBER CEMENT A-04-1 7' - 0" +/- 6' - 8 3/8" V.I.F. 12 2 A-04-1 10 3 T.O. RIDGE RAFTER EL = +/- 25'-10 3/8" V.I.F. DEPTH OF SPRAY FOAM INSULATION TO MEET 2006 IECC REQUIREMENT FOR THE PROJECTS CLIMATE ZONE. 3 12 10 1 1/2" COVER BOARDS OVER BEAM MDO PAINTED & SEALED ALL SIDES DECORATIVE COLUMN CAP OVER 6x6 PT POST ON GALV STEEL POST ANCHOR TYP REVISION SCHEDULE: No. Description Date 2 T.O. ENTRY LEVEL SUB FLOOR EL = 0'-0" 3" T.O. FOUNDATION WALL 8' - 0" 9' - 3" 1' - 0" B.O. FLOOR FRAMING EL CLAP BOARD SIDING 6 GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10' T.O. CONCRETE FOOTING EL = (-) 9'-3" 6 A-04-3 GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10' LEFT ELEVATION 1/4" = 1'-0" PROJECT NAME: NE COLONIAL ELEVATION LEFT PROJECT NUMBER: 10-002 DATE: Issue Date Author Checker DRAWN BY: CHECKED BY: A-01-4 SCALE 1/4" = 1'-0" 9/24/2009 10:33:26 AM 1 A-04-2 EXT WALL CONSTRUCTION: (OUTSIDE to IN) - 5/16" FIBER CEMENT CLAP BOARD SIDING - CORRUGATED SPACER MESH - BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE W/ MIN 6" OVERLAP AT HORZ JOINTS - 1/2" SHEATHING - 2x6 STUD WALL W/ SPRAY FOAM INSULATION 1 - 1/2" GYPSUM BOARD W/ VAPOR SEMI-PERMEABLE LATEX PAINT 1 A-01-3 A-03-1 FREE GREEN Rear1 73' - 7" 2' - 3" 19' - 6" 2' - 8" 3' - 0 1/8" 12' - 11" 8' - 10" 33' - 11" 3' - 0 1/8" 3' - 0 1/8" 3" 3' - 0 1/8" R.O. R.O. R.O. 1' - 11 3/4" 1' - 8 5/16" R.O. 3" 3' - 0 1/8" R.O. 2' - 9" 3" 2' - 8 1/8" 2' - 8 1/8" 3" 2' - 8 1/8" R.O. R.O. R.O. 5' - 0" WALL LEGEND 7' - 10" 3' - 0 1/8" 4' - 11 7/8" 3' - 0 1/8" R.O. 3' - 9 1/2" www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 2x4 OR 2x6 STUD WALL W/ INSULATION R.O. © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. 2x4 OR 2x6 STUD WALL UN-INSULATED 1' - 8 5/16" NOTES: LOAD BEARING PARTITION D = COMBINATION SMOKE & CARBON MONOXIDE DETECTORS: DETECTORS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS AND ON EACH STORY OF THE DWELLING INCLUDING BASEMENTS. ALL DETECTORS SHALL BE CONNECTED TO A SOUNDING DEVICE OR OTHER DETECTORS TO PROVIDE AN ALARM AUDIBLE IN ALL SLEEPING AREAS. ALL DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1 STEPS OR RAMP TO GRADE AS REQ PER SITE CONDITIONS. MINIMUM 3'-0" LANDING REQUIRED AT ALL ENTRY WAYS. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. 2 FLOOR TO FLOOR HEIGHTS WILL VARY BASED ON DEPTH OF FLOOR FRAMING AS DETERMINED BY STRUCTURAL ENGINEER. STAIR RISERS MUST NOT EXCEED 7 3/4", STAIR TREADS MUST NOT BE LESS THAN 10" AS PER IRC 2006. 3 WALL MOUNT STAIR RAIL. MAX PROJECTION MUST NOT EXCEED 4 1/2" FROM FACE OF FINISH WALL AS PER IRC 2006. 4 PROVIDE ACCESS HATCH INTO ATTIC SPACE. 5 VENT AS PER MANUFACTURERS SPECIFICATIONS. 6 DECKING OVER PT 2x8 JOISTS @ 16" O/C. SOFFIT MATERIAL AT UNDERSIDE OF COVERED PORCH TO BE 1x4 T&G CLEAR CEDAR. NOTE: DIMENSIONS TO EXTERIOR WALLS REFERENCE FACE OF STUD. BATH 1 19' - 4 1/4" 1 MUD ROOM 142DN BEAM AS REQ (ABOVE) 16' - 0" WET BAR 4 14' - 4 3/4" ENTRY FOYER 3' - 10 1/4" D 8' - 7 1/4" 7' - 4 1/2" BEAM AS REQ (ABOVE) REVISION SCHEDULE: No. LINE OF OVERHANG ABOVE BEAM ABOVE AS REQ LALLY COLUMN 7 DINING ROOM 4x6 POST BEAM AS REQ (ABOVE) 9 16 DECORATIVE COLUMN CAP OVER 6x6 PT POST ON GALV STEEL POST ANCHOR TYP Date GARAGE DOOR 8-0x7-0 9 GARAGE DOOR 8-0x7-0 BEAM ABOVE (AS REQ) 4x6 POST 3' - 0" 6 2' - 0" 1 Description 4x6 POST FRONT PORCH BEAM AS REQ (ABOVE) A-01-2 4x6 POST 2' - 0" 6' - 0" 5' - 3 1/4" 2' - 4 1/2" 3 BUILDER TO APPLY 5/8" TYPE "X" GYPSUM TO WALL & CLG. THROUGHOUT. TIGHTLY SEAL SHARED SURFACES BETWEEN GARAGE & CONDITIONED SPACES. PAINT GARAGE WALLS & CEILING. WEATHER STRIP ALL DOORS LEADING FROM GARAGE CONDITIONED SPACES. 8 4x6 POST 4x6 POST 3 1 GARAGE 15' - 1 3/4" 2 36" CASED OPENING 7 CONCRETE OR WOOD FRAMED 1 PLATFORM UP TO ENTRY LEVEL A-04-4 16 R UP 8 11/16" 3-0x7-0 STEEL PANTRY 48" CASED OPENING LINE OF FLOOR & BEAM ABOVE TOP OF SLAB HIGH POINT EL = (-) 1'-7" 3 R UP 3 WALL MOUNTED HAND RAIL 3 OPEN TO ABOVE LIVING ROOM 2-6x7-0 2-6x7-0 GLASS 24' - 10" 18 48" CASED OPENING 6x6 POST R.O. HEADER AS REQ (ABOVE) COAT CLOSET 48" REF SLAB ON GRADE SLOPE 2" TOWARDS GARAGE DOOR 4x6 POST 30" WALL OVEN 4x6 POST 6 STORAGE MIN 36" 4 36" CASED OPENING DESK / OFFICE 6' - 7 1/2" 4x6 POST DBL 2-6x7-0 FRENCH POCKET WINE COOLER 4x6 POST 5-0x7-0 FAMILY ROOM 20 12 36" CASED OPENING BEAM AS REQ (ABOVE) HEADER AS REQ (ABOVE) 60" CASED OPENING R.O. DECORATIVE FAUX COLUMN HALF HEIGHT PARTITION W/ WALL CAP TRIM REAR PORCH 2-6x7-0 Right 5 BEAM AS REQ ABOVE 44' - 0" 1' - 0" TOP OF SUB FLR EL = 0'-0" OFFICE 16' - 1 3/4" BENCH 48" COOKTOP 60" CASED OPENING MASONRY CHIMNEY & FIRE PLACE KITCHEN 4' - 0" HALF HEIGHT PARTITION W/ WALL CAP TRIM DECORATIVE FAUX COLUMN 2-6x7-0 4' - 0" DECORATIVE COLUMN CAP OVER 6x6 PT POST ON GALV STEEL POST ANCHOR TYP 15' - 2" D 4x6 POST 7 12' - 9 3/4" DINING NOOK 7 6x6 POST R.O. 8 3' - 0" 8 3' - 0 1/8" 8 8 3/8" BEAM AS REQ (ABOVE) CASEWORK 20 12 R.O. 2' - 7" 1 3' - 0 1/8" 6 2' - 0" R.O. 6 4x6 POST 1' - 3 7/8" 1' - 10 1/8" 6 5' - 2 3/4" 4 19 9' - 5 3/4" 1' - 10" R.O. 3' - 0 1/8" 4 19 19 6 20" RAISED HEARTH 1' - 3 7/8" 1' - 10 1/8" 18 19 3' - 10 3/4" 44' - 0" Left A-01-4 1 18 CASEWORK 1' - 10" 5' - 0" 6' - 0" 5' - 0" 3" 4' - 0" 8 15/16" DIMENSIONS TO INTERIOR PARTITIONS REFERENCE CENTER OF 2x4 OR 2x6 STUD. 4' - 0" PROPOSED LOCATION OF PRE-FAB CONC BULKHEAD V.I.F. ALL DIMENSIONS & R.O. 4x6 POST TOP OF SLAB LOW POINT EL = (-) 1'-9" CONC APRON AS REQ PER SITE GRADE PROJECT NAME: NE COLONIAL 2' - 3" R.O. 3' - 0 1/8" 5' - 0" 2' - 6" 3' - 0 1/8" R.O. 4' - 0" 3' - 0 1/8" R.O. 5' - 4 7/8" 27' - 0" 5' - 7" R.O. 3' - 5 7/8" 1' - 0 1/4" 2' - 0" OVERALL R.O. 9' - 3 1/2" 11' - 4" 73' - 7" 1' - 0 5/16" 2' - 0" 2' - 7 1/2" 8' - 4 1/2" R.O. 2' - 0" 24' - 0" 8' - 4 1/2" R.O. 2' - 7 1/2" ENTRY LEVEL FLOOR PLAN PROJECT NUMBER: 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: 1Front A-02-1 A-01-1 1 ENTRY LEVEL FLOOR PLAN 1/4" = 1'-0" SCALE 1/4" = 1'-0" 9/24/2009 10:33:26 AM 1' - 2" 9 15/16" 1 A-01-3 A-03-1 FREE GREEN Rear1 47' - 9 1/2" 2' - 8" 3' - 0 1/8" 10' - 4 13/16" 2' - 2 1/8" R.O. 7' - 10 7/8" 2' - 2 1/8" R.O. 6' - 9 5/8" 3' - 10 1/8" R.O. 3' - 2 3/16" 2' - 2 1/8" R.O. 3' - 5 7/16" www.FreeGreen.com R.O. 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 WALL LEGEND © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. 2x4 OR 2x6 STUD WALL W/ INSULATION NOTES: 2x4 OR 2x6 STUD WALL UN-INSULATED D = COMBINATION SMOKE & CARBON MONOXIDE DETECTORS: DETECTORS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS AND ON EACH STORY OF THE DWELLING INCLUDING BASEMENTS. ALL DETECTORS SHALL BE CONNECTED TO A SOUNDING DEVICE OR OTHER DETECTORS TO PROVIDE AN ALARM AUDIBLE IN ALL SLEEPING AREAS. ALL DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1 MINIMUM 3'-0" LANDING REQUIRED AT ALL ENTRY WAYS. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. 2 FLOOR TO FLOOR HEIGHTS WILL VARY BASED ON DEPTH OF FLOOR FRAMING AS DETERMINED BY STRUCTURAL ENGINEER. STAIR RISERS MUST NOT EXCEED 7 3/4", STAIR TREADS MUST NOT BE LESS THAN 10" AS PER IRC 2006. 3 PROVIDE ACCESS HATCH INTO ATTIC SPACE. 4 DRIP PAN AND FLOOR DRAIN UNDER WASHER IN LAUNDRY AREA. VENT DRYER THROUGH ADJACENT EXT WALL OR UP THROUGH ROOF. LOAD BEARING PARTITION NOTE: DIMENSIONS TO EXTERIOR WALLS REFERENCE FACE OF STUD. DIMENSIONS TO INTERIOR PARTITIONS REFERENCE CENTER OF 2x4 OR 2x6 STUD. 10 8 5 MASTER SUITE 2 12' - 5 1/2" 4' - 9" 2 3 7' - 10 3/4" 13' - 4 1/4" KING BED 2 15 11 R.O. Date Right SITTING RM 4x6 POST BEAM AS REQ (ABOVE) 4' - 0" 11 Description 5-0x6-8 2' - 4 1/2" D EGRESS 2 6' - 4 1/4" 16' - 9 7/8" R.O. BED 3 OPEN RAILS 2-6x6-8 10' - 4 1/2" A-01-2 REVISION SCHEDULE: No. 1 14' - 4 3/4" 2' - 0" 2-6x6-8 13' - 3 3/4" 5' - 10" 2-6x6-8 BED 1 6' - 4 1/4" 1 40' - 0" WALK IN CLOSET R.O. 38' - 0" 2-6x6-8 2-6x6-8 12' - 4 7/16" KING BED 2-6x6-8 POCKET 2 3' - 0 1/8" HEADER AS REQ (ABOVE) LINEN CLOSET OPEN TO BELOW D 1' - 3" 3' - 0 1/8" D 2 KING BED 16' - 0" 2-6x6-8 POCKET 2-6x6-8 16 R DN 2 5-8x6-8 WALK IN CLOSET 2' - 9 1/2" 2' - 8" 7' - 3 7/8" 7' - 10 3/4" 7' - 0 1/2" DBL 2-0x6-8 1' - 3" 36" MIN HALF HEIGHT PARTITION W/ WALL CAP TRIM 4x6 POST GLASS SHOWER ENCLOSURE MASTER BATH BEAM AS REQ (ABOVE) A-04-4 2-6x6-8 2' - 5 1/2" 3' - 0 1/8" 38' - 0" Left TABLE OR SHELF 7 18 4 R.O. 2' - 10 3/4" 5-8x6-8 A-01-4 BATH 2 4x6 POST 3' - 11 1/2" R.O. 3' - 0 1/8" HEADER AS REQ (ABOVE) SOAKING TUB 3' - 5 1/2" D 12 2 WASHER 4 3' - 9 1/2" BED 2 11' - 4 1/4" MASONRY CHIMNEY & FIRE PLACE 7' - 5 3/4" 16' - 0" KING BED 1 3' - 5 1/2" LAUNDRY 2-6x6-8 3' - 5 1/2" 2-6x6-8 12 2 7' - 0 1/2" 3' - 0 1/8" 14' - 6 1/4" 8 17 TEMPERED 2-6x6-8 POCKET DRYER R.O. 3' - 0 1/8" EGRESS 8 EGRESS 10 18' - 1" 18 4 5' - 11 1/2" 18 2 4 2-6x6-8 1' - 3" TEMPERED 2 2 2' - 0" EGRESS EGRESS 2 PROJECT NAME: NE COLONIAL 2' - 6" 5' - 0" 3' - 0 1/8" R.O. 4' - 0" 14' - 6 1/2" 3' - 0 1/8" R.O. 2' - 7" OVERALL R.O. 7' - 7 1/2" UPPER LEVEL FLOOR PLAN 3' - 0 1/8" 2' - 3" 2' - 6" 3' - 0 1/8" 4' - 9 1/4" 3' - 0 1/8" 2' - 6" 10' - 0 7/16" R.O. 10' - 5 15/16" PROJECT NUMBER: 12' - 5 1/2" 15' - 9 1/2" 71' - 4" 23' - 6 1/2" 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: 1Front A-02-2 A-01-1 1 UPPER LEVEL FLOOR PLAN 1/4" = 1'-0" SCALE 1/4" = 1'-0" 9/24/2009 10:33:27 AM 2' - 0 1/4" FREE GREEN www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES: 1 DEPTH OF SPRAY FOAM INSULATION TO MEET 2006 IECC REQUIREMENT FOR THE PROJECTS CLIMATE ZONE. 2 STEPS OR RAMP TO GRADE AS REQ PER SITE CONDITIONS. MINIMUM 3'-0" LANDING REQUIRED AT ALL ENTRY WAYS. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. FLOOR TO FLOOR HEIGHTS WILL VARY BASED ON DEPTH OF FLOOR FRAMING AS DETERMINED BY STRUCTURAL ENGINEER. STAIR RISERS MUST NOT EXCEED 7 3/4", STAIR TREADS MUST NOT BE LESS THAN 10" AS PER IRC 2006. 3 12 10 T.O. RIDGE RAFTER EL = +/- 31'-10 3/8" V.I.F. 12 10 4 WALL MOUNT STAIR RAIL. MAX PROJECTION MUST NOT EXCEED 4 1/2" FROM FACE OF FINISH WALL AS PER IRC 2006. 5 DECKING OVER PT 2x8 JOISTS @ 16" O/C. SOFFIT MATERIAL AT UNDERSIDE OF COVERED PORCH TO BE 1x4 T&G CLEAR CEDAR. T.O. RIDGE RAFTER EL = +/- 25'-10 3/8" V.I.F. +/- 6' - 8 3/8" V.I.F. PROVIDE 2x6 COLLAR TIES IN UPPER THIRD PORTION OF ROOF GABLE 1/2" GYPSUM REQ IN OCCUPIED ATTIC AS THERMAL BARRIER FOR SPRAY FOAM INSULATION IN RAFTERS 1' - 0" B.O. FLOOR FRAMING EL ASPHALT SHINGLE ROOFING 16' - 0" 8' - 1" 11' - 1" 6' - 11" HALF HEIGHT PARTITION 3' - 0" 3/4" T&G SHEATHING OVER 11 1/4" FLOOR TRUSSES @ 16" O/C (OR AS REQ) OPEN RAILS AROUND BALCONY & ON STAIR MIN 36" HIGH ROOF CONSTRUCTION: (TOP DOWN) - ASPHALT SHINGLES - ROOFING PAPER (30LB FELT OR EQUIVALENT) - 5/8" SHEATHING - 2x10 RAFTERS @ 24" O/C W/ SPRAY FOAM INSULATION (UNVENTED) 1 - 1x3 STRAPPING @ 16" O/C - 1/2" GYPSUM BOARD (REQ FOR THERMAL BARRIER) 2 MIN 9' - 1" +/- 31' - 10 3/8" V.I.F. T.O. ATTIC SUB FLOOR EL = 19'-2" 3/4" T&G SHEATHING OVER 11 1/4" FLOOR TRUSSES @ 16" O/C (OR AS REQ) T.O. UPPER LEVEL SUB FLOOR EL = 10'-1" 1' - 0" 3' - 9 3/8" B.O. FLOOR FRAMING EL 3/4" T&G SHEATHING OVER 11 1/4" FLOOR TRUSSES @ 16" O/C (OR AS REQ) 6' - 3 5/8" 9' - 1" 10' - 1" 8'-6 1/2" 16 R UP 3 1' - 0" 20' - 0" 3" GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10' 6' - 4 7/16" 8' - 0" 9' - 3" T.O. FOUNDATION WALL CONC FOUNDATION WALL AS REQ CONC FOOTING BELOW FROST DEPTH 2' - 6 9/16" T.O. ENTRY LEVEL SUB FLOOR EL = 0'-0" B.O. FLOOR FRAMING EL 4" CONCRETE SLAB ON GRADE PROVIDE INSULATION IN FLOOR CAVITY ABOVE OUTSIDE AIR 10' - 4 1/2" 4 2 5 CLAP BOARD SIDING EXT WALL CONSTRUCTION: (OUTSIDE to IN) - 5/16" FIBER CEMENT CLAP BOARD SIDING - CORRUGATED SPACER MESH - BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE W/ MIN 6" OVERLAP AT HORZ JOINTS - 1/2" SHEATHING - 2x6 STUD WALL W/ SPRAY FOAM INSULATION 1 - 1/2" GYPSUM BOARD W/ VAPOR SEMI-PERMEABLE LATEX PAINT REVISION SCHEDULE: No. Description Date 5' - 7 1/2" 6'-9 1/2" 14 R UP 3 GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10' CONC FOUNDATION WALL AS REQ CONC FOOTING BELOW FROST DEPTH T.O. CONCRETE FOOTING EL = (-) 9'-3" SECTION 1 1/4" = 1'-0" PROJECT NAME: NE COLONIAL BUILDING SECTIONS PROJECT NUMBER: 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: A-03-1 SCALE 1/4" = 1'-0" 9/24/2009 10:33:28 AM 1 ASPHALT SHINGLE ROOFING ROOFING PAPER (30lb FELT OR EQUIVALENT) 5/8" SHEATHING 12 4 ROOF CONSTRUCTION: (TOP DOWN) ASPHALT SHINGLE ROOFING 30 LB FELT FULLY-ADHERED MEMBRANE WATERPROOFING (SINGLE COURSE AT EAVE) 5/8" SHEATHING 2x10 RAFTERS @ 24" O/C (OR AS REQ) - SEALANT ADHESIVE OVER FLASHING 1/2LB SPF (OPEN CELL) INSULATION MIN 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 12 MIN CLEAT 2x3 KNEE WALL 3/4" T&G SUB FLOOR 4 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. 1x6 FIBER CEMENT TRIM BOARD TREATED WOOD NAILER EXTRUDED GUTTER PROFILE W/ TIES 1x6 FIBER CEMENT TRIM BOARD 6" TO 12" ATTIC FLOOR JOISTS (SIZEOPEN & SPACING AS REQ) BCB WEB TRUSSES (SIZE & SPACING AS REQ) CROWN MOLDING OVER 1x6 TRIM NOTCHED TO RECEIVE SIDING 2x_ ATTIC FLOOR RIM JOIST www.FreeGreen.com 2x10 RAFTERS @ 24" O/C DRIP EDGE FLASHING NOTES: CONT 2x6 BASE PLATE 1x_ PAINTED WOOD SOFFIT FREE GREEN 5/8" SHEATHING SPRAY APPLIED IGNITION BARRIER 1/2" GYPSUM REQ IN OCCUPIED ATTIC AS THERMAL BARRIER FOR SPRAY FOAM INSULATION IN RAFTERS 1x4 FIBER CEMENT TRIM BOARD RIDGE VENT & INSECT SCREEN ASPHALT SHINGLES 1x3 STRAPPING @ 16" O/C DRIP EDGE FLASHING W/ CLEAT ASPHALT SHINGLE RIDGE CAP ROOFING PAPER (30lb FELT OR EQUIVALENT) FULLY-ADHERED MEMBRANE WATERPROOFING 1x8 FIBER CEMENT TRIM BOARD 2x10 LADDER FRAME RAFTERS 2x12 RIDGE RAFTER 1/2" SHEATHING 1/2LB SPF (OPEN CELL) CAVITY INSULATION CONT 2x6 TOP PLATE 1/2" GYPSUM BOARD ON WALL & CEILING W/ VAPOR SEMI-PERMEABLE LATEX PAINT BASE BOARD CONT SEALANT 1x_ PAINTED WOOD SOFFIT 1x4 PAINTED WOOD TRIM FINISH FLOOR WALL CONSTRUCTION: (OUTSIDE to INSIDE) 5/16" FIBER CEMENT CLAP BOARD SIDING CORRUGATED SPACER MESH BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE 1/2" SHEATHING 2x6 STUD WALL W/ 1/2LB SPF (OPEN CELL) INSULATION - 5/16" FIBER CEMENT CLAP BOARD SIDING (4 1/4" EXPOSURE) 3/4" T&G SUB FLOOR CORRUGATED SPACER MESH BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE BCB OPEN WEB TRUSSES (SIZE & SPACING AS REQ) 2x_ RIM JOIST AS REQ SPRAY FOAM INSULATION CONT 2x6 TOP PLATE 1/2LB SPF (OPEN CELL) CAVITY INSULATION CONT SEALANT 2 ASPHALT SHINGLE ROOFING - RAKE 3" = 1'-0" 3 FINISH FLOOR 3/4" T&G SUB FLOOR BASE BOARD FINISH FLOOR 3/4" T&G SUB FLOOR BCB OPEN WEB TRUSSES (SIZE & SPACING AS REQ) 2x_ RIM JOIST AS REQ PT SILL PLATE AS REQ 2x_ RIM JOIST AS REQ CONT SILL GASKET & SEALANT PT SILL PLATE AS REQ CORRUGATED SPACER MESH REQ INSECT MESH @ TOP & BOTTOM OF WALL TYPICAL 2x3 STUDS HELD OFF FACE OF CONC WALL BY 1" CONC FOUNDATION WALL AS REQ GRANULAR BACK FILL 2" XPS RIGID INSULATION (UNDER ENTIRE SLAB) DAMPPROOFING FILTER FABRIC GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10' GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10' RADIANT HEATING TUBES IN SLAB (OPTIONAL) GRANULAR CAPILLARY BREAK & DRAINAGE PAD (NO FINES) CONC FOUNDATION WALL AS REQ GRANULAR BACK FILL SPRAY FOAM INSULATION DAMPPROOFING GRANULAR BACK FILL SPRAY APPLIED IGNITION BARRIER CONT POLYETHYLENE VAPOR BARRIER/AIR BARRIER (ALL JOINTS TAPED). FOLD UP ONTO FOUNDATION WALL AND SECURE W/ PT NAILER FILTER FABRIC COARSE GRAVEL CONCRETE FOOTING BELOW FROST DEPTH SEALANT OVER 1" XPS RIGID INSULATION AS BOND BREAK MATERIAL & THERMAL BREAK CAPILLARY BREAK OVER FOOTING (DAMPPROOFING OR MEMBRANE) 1 TYPICAL WALL SECTION 1" = 1'-0" Description Date CONC. FOOTING BELOW FROST DEPTH 4" PERFORATED DRAIN PIPE TIE INTO DRY WELL CONC. FOOTING BELOW FROST DEPTH CAPILLARY BREAK OVER FOOTING (DAMPPROOFING OR MEMBRANE) FOUNDATION - CRAWL SPACE CONDITIONED 4 1" = 1'-0" VENT THROUGH ROOF 2" XPS RIGID INSULATION (UNDER ENTIRE SLAB) REVISION SCHEDULE: No. CONC FOUNDATION WALL AS REQ 2" XPS RIGID INSULATION COARSE GRAVEL 4" PERFORATED DRAIN PIPE TIE INTO DRY WELL FINISH FLOOR ANCHOR BOLTS AS REQ PER STRUCTURAL ENGINEER IMPERMEABLE BACK FILL CONCRETE SLAB ON GRADE COARSE GRAVEL CONC SLAB ON GRADE AS REQ. CONT SILL GASKET & SEALANT SILL GASKET IMPERMEABLE BACK FILL BASE BOARD 1" RIGID INSULATION AS THERMAL BREAK PT SILL PLATE AS REQ (OMIT SILL AT ENTRY DOORS) ANCHOR BOLTS AS REQ PER STRUCTURAL ENGINEER 1/2" NON-PAPER FACED GYPSUM BOARD ON WALL & CEILING W/ VAPOR SEMI-PERMEABLE LATEX PAINT 2x3 PT STUD WALL W/ 1/2LB SPF (OPEN CELL) INSULATION BCB OPEN WEB TRUSSES (SIZE & SPACING AS REQ) 12" MIN ANCHOR BOLTS AS REQ PER STRUCTURAL ENGINEER 2x3 PT TOP & BOTTOM PLATE 12" MIN GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10' 1/2LB SPF (OPEN CELL) CAVITY INSULATION ASPHALT SHINGLE ROOFING - RIDGE 3" = 1'-0" 12" MIN 1/2" GYPSUM ON WALL & CEILING W/ VAPOR SEMI-PERMEABLE LATEX PAINT BASE BOARD 5 FOUNDATION - SLAB ON GRADE 1" = 1'-0" EXTERIOR 2x4 STAGGERED STUDS (SPACING AS REQ) SEALANT AT ALL SLAB PENETRATIONS CONC. SLAB AS REQ 2" EPS RIGID INSULATION AS REQ PROJECT NAME: 4" GRANULAR CAPILLARY BREAK & DRAINAGE PAD NO FINES ONE VENT FOR EACH PORTION OF FOUNDATION IN EPA ZONE 1 RADON AREAS, INSTALL RADON RESISTANT FEATURES BELOW THE SLAB. EPA RADON MAP BY COUNTY IS AVAILABLE AT: http://www.epa.gov/radon/zonemap.html RADON DE-PRESSURIZATION DETAIL 6 1" = 1'-0" NE COLONIAL 7 1/4" THIS DETAIL IS TO BE USED WHEN OPTIMAL INSULATING PERFORMANCE IS REQUIRED DETAILS 1 SPRAY FOAM INSULATION PROJECT NUMBER: 2x8 TOP & BOTTOM PLATE DATE: 1/2" GYPSUM BOARD (WALLS & CEILING) DRAWN BY: Issue Date MY BU, SH CHECKED BY: INTERIOR STAGGERED EXT STUD WALL (OPTIONAL) 7 3" = 1'-0" 10-002 A-04-1 SCALE As indicated 9/24/2009 10:33:30 AM VENT STACK PERFORATED DRAIN PIPE ADDED TO "T" TO COUPLE SUB-SLAB PRESSURE FIELD TO VENT STACK SHEATHING AS REQ 1 2 FREE GREEN BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE TO LAP OVER ADHESIVE MEMBRANE TAPE & FLASHING STEP 1: WOOD FRAME WALL WITH SHEATHING AND HOUSE WRAP 1/2"SHEATHING 1/2"GYPSUM BOARD, FINISH W/ SEMIPERMEABLE LATEX PAINT CORRUGATED SPACER MESH www.FreeGreen.com ALUM FLASHING W/ DRIP EDGE. FASTEN TO FACE OF WALL W/ ADHESIVE MEMBRANE TAPE. APPLY SEALANT BEAD UNDER BOTH FLANGES. STEP 2: MODIFIED "I" CUT IN HOUSE WRAP 1/8" 5/16" FIBER CEMENT CLAP BOARD SIDING © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. STRUCTURAL HEADER (SIZE AS REQ PER R.O.) 1x4 FIBER CEMENT TRIM BOARD 1x_ INTERIOR WOOD TRIM SILL RIP TO FIT 1x4 INTERIOR WOOD TRIM 1/2"GYPSUM BOARD, FINISH W/ SEMIPERMEABLE LATEX PAINT 1/4" ADHESIVE MEMBRANE FLASHING TO LAP OVER NAIL FIN & ONTO WIN FRAME 1x_ INTERIOR WOOD TRIM JAMB EXTENDER RIP TO FIT 4 NOTES: 1x4 INTERIOR WOOD TRIM 1x_ INTERIOR WOOD TRIM JAMB EXTENDER RIP TO FIT 2x6 STUD WALL W/ SPRAY FOAM CAVITY INSULATION SEALANT BEAD UNDER NAIL FIN 3 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 2" EPS RIGID INSULATION @ INSIDE FACE OF HEADER 1/2"SHEATHING 1/4" WINDOW UNIT AS PER PLANS SHIM SPACE STEP 3: - HOUSEWRAP FOLDED IN; ALTERNATELY, TUCK HEAD FLAP UNDER - INSTALL WOOD BACKDAM STEP 4: - INSTALL FIRST PIECE OF ADHESIVE BACKED FLASHING - INSTALL SECOND PIECE OF ADHESIVE BACKED FLASHING - INSTALL CORNER PATCHES AT SILL WINDOW FRAME PROFILE IS SIMILAR FOR FIXED UNITS WINDOW UNIT AS PER PLANS PROVIDE PT BLOCKING SILL GUARD W/ SEALANT BEAD 5 1x_ INTERIOR WOOD TRIM SILL RIP TO FIT 6 BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE TO LAP INTO JAMB STEP 6: INSTALL JAMB FLASHING FIRST THEN HEAD FLASHING SEALANT BEAD UNDER WIN NAIL FIN (TYP) 5/16" FIBER CEMENT CLAP BOARD SIDING 1x4 FIBER CEMENT TRIM BOARD BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE TO LAP ONTO SILL AND UNDER SILL GUARD SEALANT SEALANT CORRUGATED SPACER MESH 1x4 INTERIOR WOOD TRIM STEP 5: INSTALL WINDOW PLUMB, LEVEL AND SQUARE PER MANUFACTURER'S INSTRUCTIONS 1x4 FIBER CEMENT TRIM BOARD ADHESIVE MEMBRANE TO LAP ONTO WIN NAIL FIN 1/2"GYPSUM BOARD, FINISH W/ SEMIPERMEABLE LATEX PAINT SINGLE OR DBL 2x6 SILL PLATE (AS REQ) 2x6 STUD WALL W/ SPRAY FOAM CAVITY INSULATION WINDOW FRAME PROFILE IS SIMILAR FOR FIXED UNITS 7 STEP 7: FOLD DOWN HOUSEWRAP AT HEAD 8 WINDOW - ANDERSON CLAD - DBL HUNG - HEAD/SILL DETAIL 2 3" = 1'-0" WINDOW - ANDERSON CLAD - DBL HUNG - JAMB DETAIL 3 3" = 1'-0" STEP 8: APPLY CORNER PATCHES AT HEAD REVISION SCHEDULE: No. Description Date SUGGESTED WINDOW INSTALLATION (TYPICAL) 1 1" = 1'-0" 1/2" SHEATHING BUILDING PAPER OR HOUSE WRAP DRAINAGE W/ MIN 6" OVERLAP AT JOINTS FIBER CEMENT CORNER BOARDS CORRUGATED SPACER MESH BEHIND CORNER BOARDS AND CLAP BOARD SIDING 5/16" FIBER CEMENT CLAP BOARD SIDING SEALANT TAPE @ CORNERS SEALANT @ BUT JOINT SEALANT TAPE AT CORNERS CORRUGATED SPACER MESH 5/16" FIBER CEMENT CLAP BOARD SIDING CORNER BOARDS AS PER ELEVATIONS INSULATED OR UNINSULATED WALL SYSTEM 1/2" SHEATHING PT SILL PLATE AS REQ BUILDING PAPER OR HOUSE WRAP DRAINAGE W/ MIN 6" OVERLAP AT JOINTS S.S. OR GLAV STAPLES 5/16" FIBER CEMENT CLAP BOARD SIDING CORRUGATED SPACER MESH SEALANT BUILDING PAPER OR HOUSE WRAP DRAINAGE W/ MIN 6" OVERLAP AT JOINTS NE COLONIAL 1x8 LOWER BAND BOARD W/ 2x2 CANTED TOP 1x1 CLEAR CEDAR TRIM 1/2" SHEATHING INSULATED WALL SYSTEM 1/2" GYPSUM BOARD (WALL & CEILING) OVER LAP SHEATHING & BUILDING PAPER 3/4" OVER EDGE OF FOUNDATION WALL PROJECT NAME: PT OR CEDAR NAILER BEHIND BOTTOM COURSE DETAILS 2 SILL GASKET TYP BETWEEN TREATED WOOD & CONCRETE 3/4" PROJECT NUMBER: PT OR CLAP BOARD NAILER BEHIND BOTTOM COURSE CLAP BOARD SIDING - DRAIN SCREEN ISOMETRIC DETAIL 1 4 1" = 1'-0" 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: CLAP BOARD SIDING - DRAIN SCREEN CORNER DETAIL 5 3" = 1'-0" CLAP BOARD SIDING - DRAIN SCREEN BOTTOM OF WALL DETAIL 6 3" = 1'-0" A-04-2 SCALE As indicated 9/24/2009 10:33:33 AM SEALANT FREE GREEN WALL CONSTRUCTION: (OUTSIDE to INSIDE) 5/16" FIBER CEMENT CLAP BOARD SIDING CORRUGATED SPACER MESH BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE 1/2" SHEATHING 2x6 STUD WALL W/ SPRAY FOAM INSULATION - www.FreeGreen.com DOOR UNIT AS PER PLANS T.O. ENTRY LEVEL SUB FLOOR 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 T.O. ENTRY LEVEL SUB FLOOR FSC CERTIFIED TROPICAL HARDWOOD PT WOOD OR COMPOSITE DECKING 2x6 PT CONT TOP RAIL CANTED TO DRAIN (MIN 3'-0" ABOVE DECK SURFACE) 0" - 7" 1/8" RIM JOIST AS PER PLANS BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE TO LAP OVER FLASHING 1/2" 1/8" 0" - 7" 1/2" CLEAR CEDAR TRIM BOARD BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE TO LAP OVER FLASHING © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES: RIM JOIST AS PER PLANS 2x2 PT RAIL BALUSTERS @ 4 1/2" O/C MAX 1/2" FSC CERTIFIED TROPICAL HARDWOOD PT WOOD OR COMPOSITE DECKING FSC CERTIFIED TROPICAL HARDWOOD PT WOOD OR COMPOSITE DECKING FLASHING FASTEN TO FACE OF WALL W/ ADHESIVE SEALANT TAPE FLASHING FASTEN TO FACE OF WALL W/ ADHESIVE SEALANT TAPE 3" MAX 4x4 PT RAIL POST @ 4' O/C MAX DBL 3/8" DIA HDG STEEL LAG BOLTS AND WASHERS (2 PER POST) 1/2" FASCIA TRIM BOARD PT SILL PLATE AS REQ DBL 3/8" HDG LAG BOLTS & WASHERS @ 32" O/C DBL 3/8" HDG LAG BOLTS & WASHERS @ 32" O/C JOIST HANGER BEYOND CONT 2x8 PT HEADER PT SILL PLATE AS REQ 3 1/2"x7 3/8" PT LAM BEAM 4x4 PT POST JOIST HANGER BEYOND SILL GASKET 2x10 PT LEDGER 2x10 PT LEDGER ADHESIVE MEMBRANE UNDER LEDGER 12" DIA CONC SUPPORT W/ FOOTING BELOW FROST DEPTH AS REQ 3/4" 1/4" PLASTIC SPACER 3/4" 1/4" PLASTIC SPACER GALV STEEL POST ANCHOR W/ BOLT SILL GASKET ADHESIVE MEMBRANE UNDER LEDGER DECK LEDGER @ WALL - BCB TRUSS FLOOR 1 3" = 1'-0" DECK LEDGER @ DOOR - BCB TRUSS FLOOR 2 3" = 1'-0" OUTSIDE FACE OF GYPSUM ON 2x_ INTERIOR PARTITION OUTSIDE FACE OF GYPSUM ON 2x_ INTERIOR PARTITION STAIR BEYOND IF DOUBLE FLIGHT STAIR BEYOND IF DOUBLE FLIGHT 7 3/4" MAX 10" MIN FINISH FLOOR MATERIAL OVER SUB FLOOR SHEATHING SOLID WOOD NOSING FINISH FLOOR MATERIAL 3/4" PLY SHEATHING 10" MIN MIN 1" THICK FINISHED WOOD FACE STRINGER 1" MIN FLOOR FRAMING AS REQ 2x12 NOTCHED STRINGERS MAX 19.2" O/C DBL 2x_ HEADER AS REQ 2x4 BLOCKING 2x4 BLOCKING 2x3 NAILER FOR GYPSUM BOARD IF UNDERSIDE OF STAIR IS TO BE FINISHED FINISH FLOOR MATERIAL OVER SUB FLOOR SHEATHING 1/2" GYPSUM BOARD DECK EDGE W/ RAIL 1" = 1'-0" SOLID WOOD NOSING 7 3/4" MAX OUTSIDE FACE OF GYPSUM ON 2x_ INTERIOR PARTITION 1/2" PLY SHEATHING W/ FINISHED WOOD VENEER 3 1/2" SOLID WOOD RISER 1"x11 1/4" SOLID WOOD TREAD DBL PT 2x_ HEADER OUTSIDE FACE OF GYPSUM ON 2x_ INTERIOR PARTITION PT 2x4 NAILER MIN 1" THICK FINISHED WOOD FACE STRINGER FLOOR FRAMING AS REQ 2 1/2" WOOD SCREWS 2x12 NOTCHED STRINGERS MAX 19.2" O/C DBL 2x_ HEADER AS REQ 2x4 BLOCKING Date PT 2x12 NOTCHED STRINGERS FINISH FLOOR MATERIAL OVER SUB FLOOR SHEATHING 1/2" GYPSUM BOARD Description PAINT ON WOOD PRESERVATIVE @ ALL CUTS 2x4 BLOCKING 2x3 NAILER FOR GYPSUM BOARD IF UNDERSIDE OF STAIR IS TO BE FINISHED REVISION SCHEDULE: No. PT 2x4 BRACING NAILED TO STRINGER DECK STAIR TREAD. MATERIAL TO BE PT 1x_, COMPOSITE DECKING, PT OR FSC CERTIFIED TROPICAL HARDWOOD. SOLID WOOD NOSING 1"x11 1/4" SOLID HARD WOOD STAIR TREAD 3/4" PLY SHEATHING 1/2" GYPSUM BOARD (TERMINATES AT FACE STRINGER) MIN 1" THICK FINISHED WOOD FACE STRINGER 2x12 NOTCHED OUTSIDE STRINGERS MUST BE NAILED CONT AT 2x_ FRAMED WALL BLOCKING 2x12 NOTCHED STRINGERS MAX 19.2" O/C 2x12 NOTCHED OUTSIDE STRINGERS MUST BE NAILED CONT AT 2x_ FRAMED WALL 1/2" GYPSUM BOARD IF UNDERSIDE OF STAIR IS TO BE FINISHED 2x_ FRAMED WALL REQ @ BOTH END STRINGERS STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31.5" WHERE HANDRAIL IS ON ONE SIDE AND 27" WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. STAIR RISERS MUST NOT EXCEED 7 3/4", STAIR TREADS MUST NOT BE LESS THAN 10" AS PER IRC 2009. PT 2x4 KICK BOARD OVER 4" CONC SLAB 1/2" DIA x 6" BOLTS EPOXIED INTO SLAB 1/2" GYPSUM BOARD (TERMINATES AT FACE STRINGER) BASE MOUNTED POST FOR STAIR RAIL MIN 1" THICK FINISHED WOOD FACE STRINGER 1" THICK FINISHED WOOD FACE TRIM MITER AT CORNERS TO STAIR RISER BLOCKING 2x12 NOTCHED STRINGERS MAX 19.2" O/C 2x12 NOTCHED OUTSIDE STRINGER MUST BE NAILED CONT AT 2x_ FRAMED WALL DBL 2x_ TOP PLATE ON BEARING WALL FOR DBL 2x12 NOTCHED STAIR END STRINGERS 1/2" GYPSUM BOARD IF UNDERSIDE OF STAIR IS TO BE FINISHED 2x_ FRAMED WALL REQ @ BOTH END STRINGERS PROJECT NAME: STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31.5" WHERE HANDRAIL IS ON ONE SIDE AND 27" WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. STAIR RISERS MUST NOT EXCEED 7 3/4", STAIR TREADS MUST NOT BE LESS THAN 10" AS PER IRC 2009. NE COLONIAL DETAILS 3 PROJECT NUMBER: INTERIOR STAIR - SECTION DETAIL 5 1" = 1'-0" INTERIOR STAIR - SECTION DETAIL 4 1" = 1'-0" DECK STAIR - ISOMETRIC DETAIL 6 1" = 1'-0" 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: A-04-3 SCALE As indicated 9/24/2009 10:33:35 AM FINISH FLOOR MATERIAL FREE GREEN POST OR COLUMN AS REQ 5/8" "TYPE X" GYPSUM BOARD (TYP. TO GARAGE & MECH. SPACES) WALL CONSTRUCTION: (OUTSIDE to INSIDE) 5/16" FIBER CEMENT CLAP BOARD SIDING CORRUGATED SPACER MESH BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE 1/2" SHEATHING 2x4 OR 2x6 STUD WALL - GARAGE DOOR, STOP & TRACK BY BLDR. CONT. WEATHER STRIPPING EDGE OF FOUNDATION WALL BELOW ADHESIVE MEMBRANE (LAP INTO GARAGE DOOR HEAD) www.FreeGreen.com GARAGE DOOR JAMB (BEYOND) GARAGE DOOR HEADER BEAM AS REQ CONT. WEATHER STRIPPING 5/8" "TYPE X" GYPSUM BOARD (TYP. TO GARAGE & MECH. SPACES) GARAGE DOOR 2x4 OR 2x6 STEM WALL OR BLOCKING AS REQ FLASHING SEALANT CONC. SLAB POLYETHYLENE VAPOR BARRIER GRANULAR CAPILLARY BREAK AND DRAINAGE PAD (NO FINES) 1/4" 1x3 CLEAR CEDAR TRIM 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES: CONC. APRON DRIVE WAY SLAB (USE WHITE CONC. OR OPEN PAVERS) GRANULAR CAPILLARY BREAK AND DRAINAGE PAD (NO FINES) SLAB SLOPES 2" TO GARAGE DOOR SEALANT 1x6 CLEAR CEDAR TRIM (RIP TO FIT) 1x6 CLEAR CEDAR TRIM (RIP TO FIT) SEALANT CONT. WEATHER STRIPPING GARAGE DOOR, STOP & TRACK BY BLDR. 1x4 CLEAR CEDAR TRIM WALL CONSTRUCTION: (OUTSIDE to INSIDE) 5/16" FIBER CEMENT CLAP BOARD SIDING CORRUGATED SPACER MESH BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE 1/2" SHEATHING 2x4 OR 2x6 STUD WALL - UNDISTURBED COMPACTED SOIL FOUNDATION WALL AS REQ. 1/4" UNDISTURBED COMPACTED SOIL EXPANSION JOINT ADHESIVE MEMBRANE (LAP INTO GARAGE DOOR JAMB) 1 GARAGE DOOR HEAD 3" = 1'-0" 2 GARAGE DOOR JAMB 3" = 1'-0" 3 CONDITIONED SPACE GARAGE DOOR SILL 1" = 1'-0" 1/2" SHEATHING 2x6 WALL W/ SPRAY FOAM INSULATION 5/8" "TYPE X" GYPSUM BOARD (TYP. TO GARAGE & MECH. SPACES) 2x4 OR 2x6 WALL AS REQ 5/8" "TYPE X" GYPSUM BOARD (TYP. TO GARAGE & MECH. SPACES) PT SILL PLATE AS REQ BASE BOARD FINISH FLOOR 3/4" T&G SUB FLOOR GARAGE SILL GASKET CONC. SLAB ANCHOR BOLTS AS REQ PER STRUCTURAL ENGINEER GRANULAR CAPILLARY BREAK AND DRAINAGE PAD (NO FINES) BCB OPEN WEB TRUSSES (SIZE & SPACING AS REQ) SILL GASKET CONC. SLAB POLYETHYLENE VAPOR BARRIER SLAB SLOPES 2" TO GARAGE DOOR 6" + 6" + 12" MIN GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10' POLYETHYLENE VAPOR BARRIER GRANULAR CAPILLARY BREAK AND DRAINAGE PAD (NO FINES) IMPERMEABLE BACK FILL REVISION SCHEDULE: No. SLAB SLOPES 2" TO GARAGE DOOR FOUNDATION WALL AS REQ. Description Date SEALANT & BACKER ROD @ EXPANSION JOINT WATER STOP UNDISTURBED COMPACTED SOIL SEALANT & BACKER ROD @ EXPANSION JOINT WATER STOP GARAGE WALL @ OUTSIDE AIR VERTICAL WALL SECTION 4 1" = 1'-0" GARAGE WALL @ CONDITIONED SPACE VERTICAL WALL SECTION 8 1" = 1'-0" UNDISTURBED COMPACTED SOIL 2x_ TOP PLATE CROWN MOLDING 2x_ INTERIOR PARTITION 1/2" GYPSUM BOARD ON WALLS & CEILING 2x8 WOOD CAP PLATE W/ 1/4" DIA ROUNDED CORNERS 2x_ INTERIOR PARTITION PROVIDE 1/4" ROUT AT BOTTOM OF CAP PLATE TO RECEIVE GYPSUM 1/2" GYPSUM BOARD ON WALLS & CEILING WOOD CASING PROJECT NAME: HEADER AS REQ WOOD DOOR FRAME DOUBLE RABBET BASE SHOE MOLDING (SEPARATE) WOOD MOLDING 3/4"x3 1/2" WOOD TRIM (PROVIDE 1/8" ROUT BEHIND TRIM FOR EASE OF INSTALLATION) 2x_ INTERIOR PARTITION 1/4" BASE CAP MOLDING (SEPARATE) SHIM SPACE NE COLONIAL 1/2" GYPSUM BOARD ON WALLS & CEILING DETAILS 4 INTERIOR SWING DOOR SLAB FINISH FLOOR MATERIAL 3/4" T&G SHEATHING PROJECT NUMBER: 10-002 DATE: 2x_ BASE PLATE Issue Date Author Checker DRAWN BY: CHECKED BY: INTERIOR TRIM - BASE BOARD & CORNICE 5 3" = 1'-0" 6 INTERIOR TRIM - DOOR HEAD & JAMB 3" = 1'-0" 7 INTERIOR TRIM - PARTITION WALL CAP 3" = 1'-0" A-04-4 SCALE As indicated 9/24/2009 10:33:37 AM SIMILAR FOR JAMB DETAIL 1 A-01-3 A-03-1 FREE GREEN Rear1 73' - 7" 2' - 3" 19' - 6" 12' - 11" 33' - 11" 5' - 0" www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 WALL LEGEND © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. POURED CONCRETE FOUNDATION WALL NOTES: BASEMENTS / CRAWL SPACES / SLABS: THE BUILDER ASSUMES ALL RESPONSIBILITIES FOR PROVIDING ACCESS FOR DUCT AND PLUMBING CHASES BELOW CONCRETE SLABS AND THROUGH FOUNDATION WALLS AS REQUIRED. IT IS ALSO THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ADEQUATE LIGHT AND VENTILATION FOR BASEMENTS AND OR CRAWL SPACES AS REQUIRED BY LOCAL CODES. NOTE: PROPOSED LOCATION OF PRE-FAB CONC BULKHEAD V.I.F. ALL DIMENSIONS & R.O. 3' - 9 1/4" 4' - 9 1/4" PROPOSED LOCATION FOR BASEMENT WINDOW V.I.F. ALL DIMENSIONS & R.O. PROPOSED LOCATION FOR BASEMENT WINDOW V.I.F. ALL DIMENSIONS & R.O. BASEMENT SLAB ON GRADE D 12' - 5 1/2" 2' - 1 1/2" TOP OF FND WALL EL = (-) 1'-3" TYP 13' - 8 3/4" BEAM AS REQ (ABOVE) WALL MOUNT STAIR RAIL. MAX PROJECTION MUST NOT EXCEED 4 1/2" FROM FACE OF FINISH WALL AS PER IRC 2006. 4' - 0" 2 CL CL CL FOOTING BELOW SLAB AS REQ TYP BEAM AS REQ (ABOVE) GARAGE SLAB ON GRADE 16' - 2 3/4" FRAME THESE WALLS FLUSH TO UNDERSIDE OF FLOOR SHEATHING ABOVE Date 3 1/2" LALLY COLUMN TYP D 14 UP 1 Description 14' - 9 1/4" 3' - 11 3/4" 3' - 4" 21' - 1" V.I.F. V.I.F. V.I.F. V.I.F. CL 24' - 10" PROPOSED LOCATION FOR BASEMENT WINDOW V.I.F. ALL DIMENSIONS & R.O. A-01-2 REVISION SCHEDULE: No. 12' - 0" WALL MOUNTED HAND RAIL 2 1 CONC STEP FOOTING BELOW FROST DEPTH - 4" CONC SLAB ON GRADE W/ REINFORCING AS REQ - POLYETHYLENE VAPOR BARRIER - GRANULAR CAPILLARY BREAK AND DRAINAGE PAD (NO FINES) - UNDISTURBED COMPACTED SOIL 11' - 2" Right FOOTING BELOW SLAB AS REQ TYP 6"x10 1/2" BEAM POCKET 5 1/2" LALLY COLUMN TYP 44' - 0" 5 1/2" LALLY COLUMN TYP FOOTING AS REQ BELOW FROST DEPTH CONC FOUNDATION WALL AS REQ FLOOR TO FLOOR HEIGHTS WILL VARY BASED ON DEPTH OF FLOOR FRAMING AS DETERMINED BY STRUCTURAL ENGINEER. STAIR RISERS MUST NOT EXCEED 7 3/4", STAIR TREADS MUST NOT BE LESS THAN 10" AS PER IRC 2006. 6' - 11 1/4" 2' - 1 1/2" 12' - 0" 5' - 0" 1 CL 6"x10 1/2" BEAM POCKET 16' - 0" = COMBINATION SMOKE & CARBON MONOXIDE DETECTORS: DETECTORS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS AND ON EACH STORY OF THE DWELLING INCLUDING BASEMENTS. ALL DETECTORS SHALL BE CONNECTED TO A SOUNDING DEVICE OR OTHER DETECTORS TO PROVIDE AN ALARM AUDIBLE IN ALL SLEEPING AREAS. ALL DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 15' - 2" PROPOSED LOCATION FOR BASEMENT WINDOW V.I.F. ALL DIMENSIONS & R.O. - 4" CONC SLAB ON GRADE W/ REINFORCING AS REQ - POLYETHYLENE VAPOR BARRIER OR - 2" XPS RIGID INSULATION UNDER ENTIRE SLAB - GRANULAR CAPILLARY BREAK AND DRAINAGE PAD (NO FINES) - UNDISTURBED COMPACTED SOIL 15' - 9 1/4" 12" DIA CONC SUPPORT W/ FOOTING BELOW FROST DEPTH TYP (OR AS REQ) FRAME WALL FLUSH TO UNDERSIDE OF BEAM (THIS WALL ONLY) 44' - 0" Left A-01-4 FOOTING AS REQ BELOW FROST DEPTH CONC FOUNDATION WALL AS REQ D 8' - 0" 5' - 0" 6' - 0" TOP OF FND WALL EL = (-) 1'-3" TYP 12' - 8 3/4" 1 2 3/4" 4' - 0" 3' - 9 1/4" 12" DIA CONC SUPPORT W/ FOOTING BELOW FROST DEPTH TYP (OR AS REQ) BEAM AS REQ (ABOVE) D DIMENSIONS ON THIS PAGE REFERENCE OUTSIDE FACES OF CONCRETE FOUNDATION WALLS AND PT SILL PLATES ABOVE WHERE THEY OCCUR BASED ON ENTRY LEVEL FLOOR FRAMING PLAN. FOOTING BELOW GARAGE SLAB AS REQ FOOTING AS REQ BELOW FROST DEPTH CL CL PROPOSED MECHANICAL ZONE 2' - 0" 7' - 3 3/8" TOP OF FND WALL EL = (-) 1'-10" TOP OF FND WALL EL = (-) 1'-3" TYP CL 7' - 3 3/8" CONC FOUNDATION WALL AS REQ 12' - 10" 12" DIA CONC SUPPORT W/ FOOTING BELOW FROST DEPTH TYP (OR AS REQ) CL 2 3/4" 6' - 0" 5' - 9 1/4" BEAM AS REQ (ABOVE) CONC STEP FOOTING BELOW FROST DEPTH 12' - 2 1/2" 2 3/4" PROJECT NAME: NE COLONIAL FOUNDATION PLAN 8' - 4 1/2" 2' - 0" 8' - 4 1/2" 2' - 7 1/2" PROJECT NUMBER: 2' - 3" 5' - 0" 27' - 0" 2' - 0" 11' - 4" 73' - 7" 2' - 0" 24' - 0" 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: 1Front A-05-1 A-01-1 1 FOUNDATION PLAN 1/4" = 1'-0" SCALE 1/4" = 1'-0" 9/24/2009 10:33:38 AM 2' - 7 1/2" 1 A-01-3 A-03-1 FREE GREEN Rear1 73' - 7" 2' - 3" 19' - 6" 12' - 11" 33' - 11" 5' - 0" FRAMING PAGE LEGEND www.FreeGreen.com COLUMN SUPPORT BELOW 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 POINT LOAD FROM ABOVE © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. PLUMBING DROP OPEN WEB FLOOR TRUSS GENERAL: WOOD BEAM THE FRAMING LAYOUT ON THIS PAGE IS INTENDED TO BE A SUGGESTED LAYOUT ONLY. DESIGN LOADS & WEATHER CONDITIONS VARY BY REGION. AS A RESULT THE SIZE, SPACING & LAYOUT OF ALL STRUCTURAL ELEMENTS IN THIS HOME DESIGN MUST BE APPROVED BY A STRUCTURAL ENGINEER AND CODE OFFICIAL BASED ON YOUR SPECIFIC SITE LOCATION PRIOR TO CONSTRUCTION. STEEL BEAM STRUCTURAL FRAMING MEMBER AS NOTED PROPOSED LOCATION OF PRE-FAB CONC BULKHEAD V.I.F. ALL DIMENSIONS & R.O. 2x_ SOLID BRIDGING 5' - 0" 2x12 RIM JOIST 20' - 0" 11 1/4" OPEN WEB TRUSSES @ 16" O/C OR AS REQ BY STRUCTURAL ENGINEER 1 1 SAWN STRUCTURAL FRAMING MEMBERS: MEMBERS 2x_ WALL STUDS 2x_ FLOOR JOISTS & ROOF RAFTERS BEAMS & HEADERS POSTS (4x,6x,8x) BEAM BELOW AS REQ WOOD BEAM MINIMUM ALLOWABLE BENDING STRESS: MEMBERS Fb (PSI) GLUED LAMINATED TIMBERS 2400 LAMINATED VENEER LUMBER 2700 2x8 PT HEADER 2x8 PT LEDGER OVER SHEATHING GRADE D.F. #2 D.F. #2 D.F. #1 D.F. #1 INTERIOR HEADERS: INTERIOR NON-BEARING SPANS USE: 2x4 FLAT FOR SPANS UP TO 3'-0" 4x4 D.F. #2 FOR SPANS UP TO 5'-0" 4x6 D.F. #2 FOR SPANS UP TO 8'-0" NOTES: 15' - 0" 6' - 10 3/16" 1 PROVIDE 2x6 SOLID BRIDGING TO ATTACHE SECURELY TO EACH TRUSS AND AT END WALLS. 2 PROVIDE 2x12 BLOCKING BETWEEN EACH TRUSS. 3 PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS FROM ABOVE. 2 2x12 HEADER 2x12 RIM JOIST 20' - 11 5/16" Right 3 2 44' - 0" BEAM BELOW AS REQ 2 3' - 11 3/4" 1 Left A-01-4 ROOF SHEATHING: 5/8" APA-RATED EXPOSURE 1, 24" MINIMUM SPAN RATING, 8d COMMON NAILS @ 6" O/C B.N. & E.N., 8d COMMON NAILS @ 10" O/C INT. FRAMING DBL 2x12 RIM JOIST 44' - 0" 5' - 0" 6' - 0" 1 FLOOR SHEATHING: 3/4" APA-RATED EXPOSURE 1, T&G, 48/24 SPAN RATING, EXPOSURE 1 10d COMMON NAILS @ 6" O/C B.N. & E.N., 10d COMMON NAILS @ 10" O/C INT. FRAMING 4' - 0" 2x12 RIM JOIST JOIST OR BEAM HANGER 6x6 PT POST FASTEN TO CONC SUPPORT W/ GALV STEEL POST ANCHOR TYP 3 PT 2x8 DECK JOISTS @ 16" O/C OR AS REQ BY STRUCTURAL ENGINEER BEAM AS REQ DBL 2x12 RIM JOIST 4' - 0" DBL 2x12 RIM JOIST MATERIAL SPECIFICATIONS: (VERIFY W/ LOCAL CODE) 15' - 2" 6x6 PT POST FASTEN TO CONC SUPPORT W/ GALV STEEL POST ANCHOR TYP LOAD BEARING PARTITION 1 A-01-2 6' - 4 3/4" FRAME THESE WALLS FLUSH TO UNDERSIDE OF FLOOR SHEATHING ABOVE 2x12 LEDGER REVISION SCHEDULE: No. DBL 2x12 RIM JOIST Description Date 24' - 10" DBL 1 3/4"x11 1/4" LVL OR AS REQ 14 UP 11 1/4" OPEN WEB TRUSSES @ 16" O/C OR AS REQ BY STRUCTURAL ENGINEER DBL 2x12 HEADER 11 1/4" OPEN WEB TRUSSES @ 16" O/C OR AS REQ BY STRUCTURAL ENGINEER BEAM AS REQ 3 6' - 0" 1 3 5' - 7 1/2" DBL 2x12 RIM JOIST EXTRA TRUSS 16' - 0" 1 SISTER 2x12 TO FACE OF TRUSS 2x12 LEDGER PT 2x8 DECK JOISTS @ 16" O/C OR AS REQ BY STRUCTURAL ENGINEER 2' - 0" 1 6x6 PT POST FASTEN TO CONC SUPPORT W/ GALV STEEL POST ANCHOR TYP DBL 2x12 RIM JOIST 2x8 PT HEADER 2x8 PT LEDGER OVER SHEATHING PROJECT NAME: NE COLONIAL 2' - 3" 5' - 0" 27' - 0" 2' - 0" 11' - 4" 73' - 7" 2' - 0" 24' - 0" PROJECT NUMBER: 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: 1Front A-05-2 A-01-1 1 ENTRY LEVEL FLOOR FRAMING PLAN 1/4" = 1'-0" SCALE 1/4" = 1'-0" 9/24/2009 10:33:39 AM 24' - 0" ENTRY LEVEL FLOOR FRAMING PLAN 1 A-01-3 A-03-1 FREE GREEN Rear1 73' - 7" 2' - 3" 19' - 6" 12' - 11" 33' - 11" FRAMING PAGE LEGEND 5' - 0" www.FreeGreen.com COLUMN SUPPORT BELOW 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 POINT LOAD FROM ABOVE © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. PLUMBING DROP OPEN WEB FLOOR TRUSS GENERAL: WOOD BEAM THE FRAMING LAYOUT ON THIS PAGE IS INTENDED TO BE A SUGGESTED LAYOUT ONLY. DESIGN LOADS & WEATHER CONDITIONS VARY BY REGION. AS A RESULT THE SIZE, SPACING & LAYOUT OF ALL STRUCTURAL ELEMENTS IN THIS HOME DESIGN MUST BE APPROVED BY A STRUCTURAL ENGINEER AND CODE OFFICIAL BASED ON YOUR SPECIFIC SITE LOCATION PRIOR TO CONSTRUCTION. STEEL BEAM STRUCTURAL FRAMING MEMBER AS NOTED 2x12 RIM JOIST 2x12 RIM JOIST LOAD BEARING PARTITION MATERIAL SPECIFICATIONS: (VERIFY W/ LOCAL CODE) JOIST OR BEAM HANGER FLOOR SHEATHING: 3/4" APA-RATED EXPOSURE 1, T&G, 48/24 SPAN RATING, EXPOSURE 1 10d COMMON NAILS @ 6" O/C B.N. & E.N., 10d COMMON NAILS @ 10" O/C INT. FRAMING 4' - 0" 4' - 0" 2x_ SOLID BRIDGING 2x12 RIM JOIST ROOF SHEATHING: 5/8" APA-RATED EXPOSURE 1, 24" MINIMUM SPAN RATING, 8d COMMON NAILS @ 6" O/C B.N. & E.N., 8d COMMON NAILS @ 10" O/C INT. FRAMING SAWN STRUCTURAL FRAMING MEMBERS: MEMBERS 2x_ WALL STUDS 2x_ FLOOR JOISTS & ROOF RAFTERS BEAMS & HEADERS POSTS (4x,6x,8x) BEAM AS REQ BEAM AS REQ BELOW 1 DBL 2x12 RIM JOIST WOOD BEAM MINIMUM ALLOWABLE BENDING STRESS: MEMBERS Fb (PSI) GLUED LAMINATED TIMBERS 2400 LAMINATED VENEER LUMBER 2700 15' - 2" 2x12 CANTILEVERED JOISTS 16' - 0" 1 16' - 0" 1 BEAM AS REQ BELOW 11 1/4" OPEN WEB TRUSSES @ 16" O/C OR AS REQ BY STRUCTURAL ENGINEER INTERIOR HEADERS: INTERIOR NON-BEARING SPANS USE: 2x4 FLAT FOR SPANS UP TO 3'-0" 4x4 D.F. #2 FOR SPANS UP TO 5'-0" 4x6 D.F. #2 FOR SPANS UP TO 8'-0" NOTES: DBL 2x12 RIM JOIST 14 DN 8' - 6 3/16" 1 16' - 0" 11 1/4" OPEN WEB TRUSSES @ 16" O/C OR AS REQ BY STRUCTURAL ENGINEER PROVIDE 2x6 SOLID BRIDGING TO ATTACHE SECURELY TO EACH TRUSS AND AT END WALLS. 2 PROVIDE 2x12 BLOCKING BETWEEN EACH TRUSS. 3 IN THIS LOCATION ONLY FUR OUT ROUGH FACE OF OVERHANG BY 2" (V.I..F.) TO BE FLUSH WITH OUTSIDE FACE OF EXT STUD WALL ABOVE. 1 A-01-2 19' - 3 5/16" 11' - 1" 15' - 0" 1 2 Right HEADER BEAM AS REQ BELOW 44' - 0" Left 1 2 44' - 0" 2 A-01-4 GRADE D.F. #2 D.F. #2 D.F. #1 D.F. #1 1 1 DBL 2x12 RIM JOIST REVISION SCHEDULE: No. DBL 2x12 RIM JOIST Date DBL 1 3/4"x_ LVL AS REQ BELOW 24' - 10" DBL 1 3/4"x11 1/4 LVL OR AS REQ Description 11 1/4" OPEN WEB TRUSSES @ 16" O/C OR AS REQ BY STRUCTURAL ENGINEER 6' - 11" 11 1/4" OPEN WEB TRUSSES @ 16" O/C OR AS REQ BY STRUCTURAL ENGINEER DBL 2x12 RIM JOIST 1 2x12 CANTILEVERED JOISTS 6' - 0" 3 BEAM AS REQ DBL 2x12 BEAM AS REQ 11 1/4" OPEN WEB TRUSSES @ 16" O/C OR AS REQ BY STRUCTURAL ENGINEER 2' - 0" 2' - 0" 1 BEAM AS REQ DBL 2x12 RIM JOIST PROJECT NAME: NE COLONIAL UPPER LEVEL FLR FRAMING PLAN 5' - 0" 27' - 0" 2' - 0" 11' - 4" 73' - 7" 2' - 0" 24' - 0" PROJECT NUMBER: 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: 1Front A-05-3 A-01-1 1 UPPER LEVEL FLOOR FRAMING PLAN 1/4" = 1'-0" SCALE 1/4" = 1'-0" 9/24/2009 10:33:40 AM 2' - 3" 1 A-01-3 A-03-1 FREE GREEN Rear1 47' - 9 1/2" FRAMING PAGE LEGEND www.FreeGreen.com COLUMN SUPPORT BELOW 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 POINT LOAD FROM ABOVE © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. PLUMBING DROP OPEN WEB FLOOR TRUSS GENERAL: WOOD BEAM THE FRAMING LAYOUT ON THIS PAGE IS INTENDED TO BE A SUGGESTED LAYOUT ONLY. DESIGN LOADS & WEATHER CONDITIONS VARY BY REGION. AS A RESULT THE SIZE, SPACING & LAYOUT OF ALL STRUCTURAL ELEMENTS IN THIS HOME DESIGN MUST BE APPROVED BY A STRUCTURAL ENGINEER AND CODE OFFICIAL BASED ON YOUR SPECIFIC SITE LOCATION PRIOR TO CONSTRUCTION. STEEL BEAM STRUCTURAL FRAMING MEMBER AS NOTED 2x_ SOLID BRIDGING 2x10 RAFTERS @ 24" O/C OR AS REQ PER STRUCTURAL ENGINEER RIDGE LOAD BEARING PARTITION MATERIAL SPECIFICATIONS: (VERIFY W/ LOCAL CODE) JOIST OR BEAM HANGER FLOOR SHEATHING: 3/4" APA-RATED EXPOSURE 1, T&G, 48/24 SPAN RATING, EXPOSURE 1 10d COMMON NAILS @ 6" O/C B.N. & E.N., 10d COMMON NAILS @ 10" O/C INT. FRAMING 2x10 RAFTERS @ 24" O/C OR AS REQ PER STRUCTURAL ENGINEER RIDGE 2x_ BLOCKING BETWEEN RAFTERS ROOF SHEATHING: 5/8" APA-RATED EXPOSURE 1, 24" MINIMUM SPAN RATING, 8d COMMON NAILS @ 6" O/C B.N. & E.N., 8d COMMON NAILS @ 10" O/C INT. FRAMING 2x_ HEADER 2x12 RIM JOIST 240 2x12 RIM JOIST SLOPE SAWN STRUCTURAL FRAMING MEMBERS: MEMBERS 2x_ WALL STUDS 2x_ FLOOR JOISTS & ROOF RAFTERS BEAMS & HEADERS POSTS (4x,6x,8x) 11 1/4" OPEN WEB TRUSSES @ 16" O/C OR AS REQ BY STRUCTURAL ENGINEER GFI GFI GFI RIDGE WOOD BEAM MINIMUM ALLOWABLE BENDING STRESS: MEMBERS Fb (PSI) GLUED LAMINATED TIMBERS 2400 LAMINATED VENEER LUMBER 2700 1 D SLOPE INTERIOR HEADERS: INTERIOR NON-BEARING SPANS USE: 2x4 FLAT FOR SPANS UP TO 3'-0" 4x4 D.F. #2 FOR SPANS UP TO 5'-0" 4x6 D.F. #2 FOR SPANS UP TO 8'-0" 2x_ BLOCKING BETWEEN RAFTERS 3 GFI GFI GFI 16' - 0" 1 GRADE D.F. #2 D.F. #2 D.F. #1 D.F. #1 3 2x_ HEADER DBL 2x12 RIM JOIST 2 NOTES: 2 3 1 PROVIDE 2x6 SOLID BRIDGING TO ATTACHE SECURELY TO EACH TRUSS AND AT END WALLS. 2 PROVIDE 2x12 BLOCKING BETWEEN EACH TRUSS. 38' - 0" 38' - 0" 16 R DN 1 VALLEY SLOPE SLOPE DBL 2x12 RIM JOIST A-01-2 REVISION SCHEDULE: No. Description Date 3 RIDGE BEAM AS REQ (BELOW) SLOPE 11 1/4" OPEN WEB TRUSSES @ 16" O/C OR AS REQ BY STRUCTURAL ENGINEER 2x8 LADDER FRAMED RAKE OVERHANG SLOPE 2x8 LADDER FRAMED RAKE OVERHANG 1 1 2x8 LADDER FRAMED RAKE OVERHANG 4' - 0" 2' - 0" 16' - 0" 1 SLOPE Left A-01-4 Right 3 3 3 HEADER BEAM AS REQ BELOW 1 2x10 RAFTERS @ 24" O/C OR AS REQ PER STRUCTURAL ENGINEER 2x10 RAFTERS @ 24" O/C OR AS REQ PER STRUCTURAL ENGINEER 2x_ HEADER 2x_ BLOCKING BETWEEN RAFTERS RIDGE RIDGE 2x10 RAFTERS @ 24" O/C OR AS REQ PER STRUCTURAL ENGINEER 2x_ HEADER 2x_ BLOCKING BETWEEN RAFTERS PROJECT NAME: NE COLONIAL ATTIC FLOOR FRAMING PLAN 14' - 6 1/2" 12' - 5 1/2" 15' - 9 1/2" PROJECT NUMBER: 10-002 DATE: 47' - 9 1/2" Issue Date Author Checker DRAWN BY: CHECKED BY: 1Front A-05-4 A-01-1 1 ATTIC FLOOR FRAMING PLAN 1/4" = 1'-0" SCALE 1/4" = 1'-0" 9/24/2009 10:33:41 AM 5' - 0" 1 A-01-3 A-03-1 FREE GREEN Rear1 47' - 9 1/2" 23' - 6 1/2" FRAMING PAGE LEGEND www.FreeGreen.com COLUMN SUPPORT BELOW 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 POINT LOAD FROM ABOVE © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. PLUMBING DROP GENERAL: OPEN WEB FLOOR TRUSS THE FRAMING LAYOUT ON THIS PAGE IS INTENDED TO BE A SUGGESTED LAYOUT ONLY. DESIGN LOADS & WEATHER CONDITIONS VARY BY REGION. AS A RESULT THE SIZE, SPACING & LAYOUT OF ALL STRUCTURAL ELEMENTS IN THIS HOME DESIGN MUST BE APPROVED BY A STRUCTURAL ENGINEER AND CODE OFFICIAL BASED ON YOUR SPECIFIC SITE LOCATION PRIOR TO CONSTRUCTION. WOOD BEAM STEEL BEAM STRUCTURAL FRAMING MEMBER AS NOTED 2x_ SOLID BRIDGING MATERIAL SPECIFICATIONS: (VERIFY W/ LOCAL CODE) 2x8 LADDER FRAMED RAKE OVERHANG LOAD BEARING PARTITION FLOOR SHEATHING: 3/4" APA-RATED EXPOSURE 1, T&G, 48/24 SPAN RATING, EXPOSURE 1 10d COMMON NAILS @ 6" O/C B.N. & E.N., 10d COMMON NAILS @ 10" O/C INT. FRAMING JOIST OR BEAM HANGER 2x_ BLOCKING BETWEEN RAFTERS 2x_ BLOCKING BETWEEN RAFTERS 2x_ HEADER 2x_ HEADER ROOF SHEATHING: 5/8" APA-RATED EXPOSURE 1, 24" MINIMUM SPAN RATING, 8d COMMON NAILS @ 6" O/C B.N. & E.N., 8d COMMON NAILS @ 10" O/C INT. FRAMING SAWN STRUCTURAL FRAMING MEMBERS: MEMBERS 2x_ WALL STUDS 2x_ FLOOR JOISTS & ROOF RAFTERS BEAMS & HEADERS POSTS (4x,6x,8x) SLOPE 2x10 ROOF RAFTERS @ 24" O/C OR AS REQ BY STRUCTURAL ENGINEER (TYPICAL TO ALL ROOF RAFTERS) 2x8 LADDER FRAMED RAKE OVERHANG WOOD BEAM MINIMUM ALLOWABLE BENDING STRESS: MEMBERS Fb (PSI) GLUED LAMINATED TIMBERS 2400 LAMINATED VENEER LUMBER 2700 SLOPE SLOPE SLOPE SLOPE INTERIOR HEADERS: INTERIOR NON-BEARING SPANS USE: 2x4 FLAT FOR SPANS UP TO 3'-0" 4x4 D.F. #2 FOR SPANS UP TO 5'-0" 4x6 D.F. #2 FOR SPANS UP TO 8'-0" SLOPE SLOPE 16' - 0" 2x8 LADDER FRAMED RAKE OVERHANG RIDGE RAFTER GRADE D.F. #2 D.F. #2 D.F. #1 D.F. #1 NOTES: 2x6 COLLAR TIES (TYPICAL) RIDGE RAFTER 2x6 COLLAR TIES (TYPICAL) 38' - 0" Right 1 1 SLOPE 2x_ HEADER SLOPE Date 2x8 LADDER FRAMED RAKE OVERHANG 2x_ HEADER DBL 2x_ VALLEY RAFTER 2x_ BLOCKING BETWEEN RAFTERS 4' - 0" Description RIDGE RAFTER 2x6 COLLAR TIES (TYPICAL) SLOPE 2' - 0" SLOPE DBL 2x_ VALLEY RAFTER DBL 2x_ VALLEY RAFTER SLOPE REVISION SCHEDULE: No. RIDGE RAFTER 2x6 COLLAR TIES (TYPICAL) 16' - 0" DBL 2x_ VALLEY RAFTER A-01-2 40' - 0" 2x_ BLOCKING BETWEEN RAFTERS SLOPE Left A-01-4 RIDGE RAFTER 16 R DN SLOPE SLOPE SLOPE SLOPE 2x8 LADDER FRAMED RAKE OVERHANG 2x8 LADDER FRAMED RAKE OVERHANG RIDGE RAFTER RIDGE RAFTER PROJECT NAME: NE COLONIAL ROOF FRAMING PLAN PROJECT NUMBER: 14' - 6 1/2" 12' - 5 1/2" 15' - 9 1/2" 71' - 4" 23' - 6 1/2" 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: 1Front A-05-5 A-01-1 1 ATTIC FLOOR FRAMING PLAN 1/4" = 1'-0" SCALE 1/4" = 1'-0" 9/24/2009 10:33:41 AM 5' - 0" STEP 1: FIND YOUR ZONE STEP 2: FROM THE TABLE, DETERMINE OVERHANG DEPTH FOR YOUR WINDOWS STEP 3: CHOOSE YOUR WINDOW SUN SHADING DEVICE STEP 4: CHOOSE YOUR MATERIALS D 90 84 FREE GREEN 78 16% OF WINDOW HEIGHT WINDOW HEIGHT (INCHED), H OVERHANG DEPTH (ZONE 1) 72 www.FreeGreen.com 66 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 60 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. 54 ABOUT THIS PAGE: 48 H 42 36 30 24 EXTERNAL WINDOW SHADING DEVICES ARE AN EFFECTIVE METHOD FOR REDUCING HEAT GAINS THROUGH WINDOWS DURING SUMMER. IN FACT, EXTERNAL SHADING DEVICES CAN REDUCE HEAT GAINS BY UP TO 80% IF SIZED AND BUILT PROPERLY. WITH THIS IN MIND, FREEGREEN HAS CREATED THIS PAGE TO ASSIST HOME BUILDERS IN CONSTRUCTING EFFECTIVE WINDOW SHADING DEVICES. THE INFORMATION WE PROVIDE INCLUDES A ZONING MAP OF THE UNITED STATES, ZONING CHARTS FOR PROPER SIZING OF SHADING DEVICES AND A VARIETY OF SHADING DEVICE STYLES AND MATERIALS TO SUITE DIFFERENT TASTES AND DIFFERENT HOME DESIGNS. MATERIAL SPECIFICATION: WOOD TYPES: 18 · · · 12 PRESSURE TREATED WESTERN RED CEDAR TROPICAL HARDWOOD (FSC CERTIFIED REQUIRED) ···· MAHOGANY ···· MASSARANDUBA 6 HARDWARE: 0 6 12 18 24 30 36 42 48 54 60 66 72 78 BENCH WINDOW SHADING DEVICE 1 1" = 1'-0" 90 84 84 78 78 72 72 60 54 48 42 36 30 24 18 12 16% OF WINDOW HEIGHT 54 48 42 36 H 30 24 REVISION SCHEDULE: No. 18 Description Date 12 6 12 18 24 30 36 42 48 54 60 66 72 0 78 6 12 18 24 30 36 42 48 54 60 66 72 78 2 OVERHANG DEPTH (INCHED), D 90 84 84 78 78 72 72 60 54 48 42 36 30 24 18 12 6 66 D 60 WINDOW HEIGHT (INCHED), H OVERHANG DEPTH (ZONE 5) 90 BENCH WINDOW SHADING DEVICE 1" = 1'-0" 54 H 48 42 NE COLONIAL 36 30 WINDOW SHADING DETAILS 24 18 PROJECT NUMBER: 12 18 24 30 36 42 OVERHANG DEPTH (INCHED), D 48 54 60 66 72 78 0 10-002 DATE: 12 Issue Date Author Checker DRAWN BY: CHECKED BY: 6 6 PROJECT NAME: 6 12 18 24 30 36 42 OVERHANG DEPTH (INCHED), D 48 54 60 66 72 78 BENCH WINDOW SHADING DEVICE 3 1" = 1'-0" A-06-1 SCALE 1" = 1'-0" 9/24/2009 10:33:42 AM 6 66 WINDOW HEIGHT (INCHED), H OVERHANG DEPTH (ZONE 4) IF USING PRESSURE TREATED WOOD SEAL & FINISH TO MATCH EXTERIOR WINDOW TRIM. IF USING TROPICAL HARDWOOD FINISH MAY NOT BE REQUIRED. SEALING AND FINISHING OF TROPICAL HARDWOODS WILL VARY BY SPECIES. CONSULT WITH YOUR PROVIDER FOR RECOMMENDED FINISHES FOR ALL TROPICAL HARDWOOD PRODUCTS. OVERHANG DEPTH (INCHED), D 0 FINISHES: IF USING WESTERN RED CEDAR SEAL & FINISH TO MATCH EXTERIOR WINDOW TRIM 60 6 0 D 66 WINDOW HEIGHT (INCHED), H OVERHANG DEPTH (ZONE 3) 90 66 WINDOW HEIGHT (INCHED), H OVERHANG DEPTH (ZONE 2) OVERHANG DEPTH (INCHED), D ALL HARDWARE MUST BE EITHER HOT DIPPED GALVANIZED STEEL OR STAINLESS STEEL. FREEGREEN RECOMMENDS ONLY STAINLESS STEEL FOR HOUSE LOCATIONS IN CLOSE PROXIMITY TO THE OCEAN. FREE GREEN www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 ELECTRICAL OUTLET LEGEND © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. 110V RECEPTICAL 1. NOTES: SWITCH RECEPTICAL 2. S 3. GFI 4. GFI-WP 5. M 6. R 7. UC 8. 240 GROUND FAULT CURRENT INTERRUPTER RECEPTACLE GFI AND WATER PROOF RECEPTACLE MICROWAVE OVEN RECEPTICAL RANGE RECEPTICAL UNDER COUNTER RECEPTICAL GFI 240V RECEPTICAL 110V FLOOR RECEPTICAL 9. GFI ELECTRICAL SWITCH LEGEND GFI 11. 2 DOUBLE LIGHT SWITCH 12. 3 3-WAY LIGHT SWITCH 13. D DIMMER LIGHT SWITCH 14. F OCCUPANCY SENSOR FAN SWITCH 15. KR KEY ROOM MASTER CONTROL 16. KS KEY SCENE MASTER CONTROL 17. G GRAPHIC EYE GFI LIGHT SWITCH GFI 10. GFI GFI MICELANEOUS ELECTRICAL SYMBOL LEGEND 18. T THERMOSTAT 19. D SMOKE & CARBON MONOXIDE DETECTOR MULTIMEDIA JACK (NETWORK/TV) 22. TEL TELEPHONE JACK CHIME 25. H20 Description Date DOOR BELL DRBL 24. REVISION SCHEDULE: No. 3 23. GFI #C #P GFI 21. GFI NATURAL GAS/PROPANE HOOKUP 20. DOOR BELL CHIME 14 UP ICE MAKER CEILING FAN 26. GFI LIGHTING LEGEND 27. RD RECESSED DOWN LIGHT 28. RD-ES RECESSED DOWN LIGHT ENERGY STAR RATED 29. RW RECESSED WALL WASHER 30. RA RECESSED ACCENT DIRECTIONAL 31. RG RECESSED GLASS CEILING BOX 33. F 1 S 240 SUB LEVEL ELECTRICAL PLAN 1/4" = 1'-0" BATHROOM EXHAUST FAN 34. WALL MOUNTED FIXTURE 35. LED LINEAR 36. IN-WALL LED STEP LIGHT W/ REMOTE TIMER CONTROL 37. FLUORESCENT STRIP 38. 240V OR GAS TANKLESS HOT WATER HEATER WH S ELECTRICAL SYMBOL LEGEND 1/4" = 1'-0" PROJECT NAME: NE COLONIAL SUB LEVEL ELECTRICAL PLAN PROJECT NUMBER: 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: E-01-1 SCALE 1/4" = 1'-0" 9/24/2009 10:33:43 AM 32. PROPOSED MECHANICAL ZONE FREE GREEN www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 ELECTRICAL OUTLET LEGEND © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. 110V RECEPTICAL 1. NOTES: SWITCH RECEPTICAL 2. S 3. GFI 4. GFI-WP 5. M 6. R 7. UC 8. 240 GROUND FAULT CURRENT INTERRUPTER RECEPTACLE GFI AND WATER PROOF RECEPTACLE MICROWAVE OVEN RECEPTICAL RANGE RECEPTICAL UNDER COUNTER RECEPTICAL DINING NOOK 4' - 3" GFI RD RD RD 5' - 11 1/2" 1' - 6" 1' - 6" 6' - 0" 6' - 0" KR KEY ROOM MASTER CONTROL 16. KS KEY SCENE MASTER CONTROL R 2 3 RD 3 1' - 9 1/2" RD 3' - 10" RD 6' - 0" 4' - 0" 8' - 9 1/4" 8' - 6" MUD ROOM 4' - 0" RD RD RD RD RD RD RD RD 3' - 0" 48" REF #C #P MICELANEOUS ELECTRICAL SYMBOL LEGEND 3 3 GFI 3 R M UC 3 3 GFI 2 3' - 9" 2' - 0" SMOKE & CARBON MONOXIDE DETECTOR DOOR BELL CHIME CEILING FAN Date RECESSED DOWN LIGHT 28. RD-ES RECESSED DOWN LIGHT ENERGY STAR RATED 29. RW RECESSED WALL WASHER 30. RA RECESSED ACCENT DIRECTIONAL 3' - 1" GFI 3 ENTRY FOYER D GFI-WP DRBL 2' - 10" RD RD 4' - 1 1/8" RD 7' - 0 1/8" FRONT PORCH DINING ROOM GFI RECESSED GLASS CEILING BOX F BATHROOM EXHAUST FAN 34. WALL MOUNTED FIXTURE 35. LED LINEAR 36. IN-WALL LED STEP LIGHT W/ REMOTE TIMER CONTROL 37. FLUORESCENT STRIP 38. 240V OR GAS TANKLESS HOT WATER HEATER WH ELECTRICAL SYMBOL LEGEND 1/4" = 1'-0" 1 ENTRY LEVEL ELECTRICAL PLAN 1/4" = 1'-0" PROJECT NAME: NE COLONIAL ENTRY LEVEL ELECTRICAL PLAN PROJECT NUMBER: 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: E-01-2 SCALE 1/4" = 1'-0" 9/24/2009 10:33:44 AM 32. 33. Description CEILING OUTLETS FOR GARAGE DOOR OPENER LIGHTING LEGEND 27. 16 R UP 3' - 8 1/2" ICE MAKER H20 RG REVISION SCHEDULE: No. GFI CHIME 26. 31. D RW RW 25. CHIME OPEN TO ABOVE GARAGE GFI 24. PANTRY RD DOOR BELL DRBL WET BAR D 23. TELEPHONE JACK TEL LIVING ROOM D 22. RW MULTIMEDIA JACK (NETWORK/TV) #C #P 4' - 0" 21. 2' - 2" 2' - 0" NATURAL GAS/PROPANE HOOKUP 20. RD RW 3 R UP 14 DN 5' - 0" D 2' - 0" 19. RD UC THERMOSTAT T 3' - 5" 2' - 10" 18. RD 6' - 0" GRAPHIC EYE G 2 3 15. RA 3 OCCUPANCY SENSOR FAN SWITCH 3' - 0" F RD D 14. FAMILY ROOM D DIMMER LIGHT SWITCH 2' - 6" D 1' - 9" 13. GFI UC 1' - 9" 3-WAY LIGHT SWITCH #C #P F RD KITCHEN RA 17. 5' - 11 1/2" RD DOUBLE LIGHT SWITCH 3 12. BATH 1 GFI LOCKER 2 GFI WH 2' - 6" 12' - 0" LIGHT SWITCH D 3' - 0" 3' - 10" 11. GFI-WP GFI-WP #C #P ELECTRICAL SWITCH LEGEND 10. INSTALL IN BASEMENT D 110V FLOOR RECEPTICAL 9. GFI 240V RECEPTICAL FREE GREEN www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. ELECTRICAL OUTLET LEGEND 110V RECEPTICAL 1. NOTES: SWITCH RECEPTICAL 2. S 3. GFI 4. GFI-WP 5. M 6. R 7. UC 8. 240 GROUND FAULT CURRENT INTERRUPTER RECEPTACLE GFI AND WATER PROOF RECEPTACLE MICROWAVE OVEN RECEPTICAL RANGE RECEPTICAL UNDER COUNTER RECEPTICAL 240V RECEPTICAL 240 110V FLOOR RECEPTICAL 9. ELECTRICAL SWITCH LEGEND 10. RD-ES RD-ES LIGHT SWITCH 16. KS KEY SCENE MASTER CONTROL 17. G GRAPHIC EYE D KEY ROOM MASTER CONTROL D 3 KR WALK IN CLOSET F 3 RD-ES RD-ES RD-ES RD-ES RD-ES D RD-ES RD-ES RD-ES 3 3 3 15. MASTER BATH RD-ES WH OCCUPANCY SENSOR FAN SWITCH F 14. BATH 2 BED 2 DIMMER LIGHT SWITCH GFI 3-WAY LIGHT SWITCH GFI 13. D KING BED RD-ES GFI 3 F LAUNDRY GFI 12. DOUBLE LIGHT SWITCH GFI 2 GFI 11. 18. T THERMOSTAT 19. D SMOKE & CARBON MONOXIDE DETECTOR 16 R DN 21. #C #P MULTIMEDIA JACK (NETWORK/TV) 22. TEL TELEPHONE JACK CHIME 25. H20 D RD-ES MASTER SUITE RD-ES REVISION SCHEDULE: No. BED 1 Description Date BED 3 RD-ES DOOR BELL CHIME 3 24. WALK IN CLOSET OPEN TO BELOW KING BED DOOR BELL DRBL RD-ES RD-ES NATURAL GAS/PROPANE HOOKUP 20. 23. 3 MICELANEOUS ELECTRICAL SYMBOL LEGEND ICE MAKER RD-ES D CEILING FAN 26. KING BED SITTING RM LIGHTING LEGEND RD RECESSED DOWN LIGHT 28. RD-ES RECESSED DOWN LIGHT ENERGY STAR RATED 29. RW RECESSED WALL WASHER 30. RA RECESSED ACCENT DIRECTIONAL 31. RG RECESSED GLASS 32. CEILING BOX 33. BATHROOM EXHAUST FAN F 34. WALL MOUNTED FIXTURE 35. LED LINEAR 36. IN-WALL LED STEP LIGHT W/ REMOTE TIMER CONTROL 37. FLUORESCENT STRIP 38. WH 240V OR GAS TANKLESS HOT WATER HEATER ELECTRICAL SYMBOL LEGEND 1/4" = 1'-0" RD-ES 1 UPPER LEVEL ELECTRICAL PLAN 1/4" = 1'-0" PROJECT NAME: NE COLONIAL UPPER LEVEL ELECTRICAL PLAN PROJECT NUMBER: 10-002 DATE: Issue Date MY BU, SH DRAWN BY: CHECKED BY: E-01-3 SCALE 1/4" = 1'-0" 9/24/2009 10:33:45 AM 27.