SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
REVISION SCHEDULE:
THE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WILLVARY BY REGION FOR ANY PROJECT. FOR THIS REASON,FREEGREEN INC. CANNOT COMPLETE THIS TABLE UNTIL WEKNOW WHERE THE PROJECT SITE IS LOCATED. ONCE YOUHAVE A SITE LOCATION, PLEASE INQUIRE INTO OUR DESIGNSERVICES AT [email protected]
1
NOTES:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
www.FreeGreen.com
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUNDSNOWLOAD(LB)
WINDSPEED(MPH)
SEISMICDESIGN
CATEGORY
SUBJECT TO DAMAGE FROM
WEATHERING FROST LINEDEPTH
TERMITE DECAY
WINTERDESIGNTEMP
ICE SHIELDUNDERLAYREQUIRED
FLOODHAZARD
BUILDING CODE COMPLIANCE
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RESIDENCE FOR:SITE ADDRESS:
PHONE:E-MAIL:
- 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 ofactual construction, we strongly advise that you consult your local building official who can tell you ifsuch a review is required.
HOUSE AREAS
BUILDER: ADDRESS:
PHONE:E-MAIL:
ENGINEER:ADDRESS:
PHONE:E-MAIL:
ARCHITECT:ADDRESS:
PHONE:E-MAIL:
THE ABOVE AREA CALCULATIONS ARE BASED ON THE METHOD LAID OUT INANSI STANDARD Z765
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A-00-0 PRODUCT SPECIFICATIONSA-00-1 GENERAL NOTESA-00-2 LEED-H RATING SYSTEM CHECKLISTA-00-3 NAHB GREEN BUILDING STANDARDA-01-1 ELEVATIONS FRONTA-01-2 ELEVATIONS RIGHTA-01-3 ELEVATION REARA-01-4 ELEVATION LEFTA-02-1 ENTRY LEVEL FLOOR PLANA-02-2 UPPER LEVEL FLOOR PLANA-03-1 BUILDING SECTIONSA-04-1 DETAILS 1A-04-2 DETAILS 2A-04-3 DETAILS 3A-04-4 DETAILS 4A-05-1 FOUNDATION PLANA-05-2 ENTRY LEVEL FLOOR FRAMING PLANA-05-3 UPPER LEVEL FLOOR FRAMING PLANA-05-4 ATTIC FLOOR FRAMING PLANA-05-5 ROOF FRAMING PLANA-06-1 WINDOW SHADING DETAILS
ELECTRICAL
E-01-1 SUB LEVEL ELECTRICAL PLANE-01-2 ENTRY LEVEL ELECTRICAL PLANE-01-3 UPPER LEVEL ELECTRICAL PLAN
CONDITIONEDCRAWL SPACE:
SUB LEVEL:ENTRY LEVEL:UPPER LEVEL:
TOTAL:
UN-CONDITIONEDGARAGE:
BASEMENT:ATTIC:
DECK/PATIO:
TOTAL:
--1862 SF2417 SF
4279 SF
577 SF1613 SF1569 SF 256 SF
4015 SF
No. Description Date
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
1. BUILDING MATERIALS 2. DOORS & WINDOWS 3. HVAC 4. FINISHES 5. KITCHEN & BATH 6. LIGHTING & ELECTRONICS 7. APPLIANCES
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PRODUCTSPECIFICATIONS
10-002
NE COLONIAL
Issue Date
Author
Checker
Spray Polyerethene Foam Insulation
Icynene's array of insulation products aredesigned to let you have greater control overthe indoor environment and are suitable forare suitable for steel- or wood- framedresidential or commercial construction.
Home Slicker® Plus Typar®
Home Slicker® Plus Typar® is a cost-effective,labor and material saving, moisture eliminatingrainscreen combined with a water resistivebarrier.
Tropical Hardwood Deck Products
Offers over 50 individual items for decks,porches and interior/exterior trim. Blue Starproducts exceed all recognized industrystandards for strength, durability, pest androt resistance.
Residential Security Products
For over 85 years Schlage has providedhomeowners with innovative quality securityproducts. Today, Schlage offers home securitysolutions from a wide selection of mechanicaland electronic security locks and accessoriesin touch with modern lifestyles.
Geothermal Heating and Cooling Systems
WaterFurnace manufactures and sells moregeothermal systems for homes than anyoneelse in the business. They offer a wide varietyof residential geothermal products. Theirdealers and installers are the most highlytrained in the industry.
Radiant Floor Heating
A warm welcome every time … WarmlyYoursmakes comfort easy with a selection ofpremium home heating products, includingradiant floor heating for tile, carpet, and woodat competitive prices. Fast and free quotesare available.
Environmentaly Responsible Paints
AFM safecoat is the leading provider ofenvironmentally responsible, sustainable andnon-polluting paints, stains, wood finishes,sealers and related green building products.
PolyWhey™ wood finishes
Vermont Natural Coatings’ PolyWhey™ woodfinishes enhance the innate beauty of woodand preserve it with a durable shield that isenvironmentally safe for those who work with itand for those who live with it.
Fine Custom Cabinetry for Kitchen and Bath
Crystal Cabinets is a manufacturer of finecustom cabinetry for your kitchen, bathroomand every room in your home. Celebrating 60years as a family-owned custom cabinetmanufacturer, we offer a selection of doorstyles, woods and designer finishes.
Bio Composite Countertops
EcoTop is one of the newest innovations fromaward-winning green product creator, JoelKlippert. As a bio-composite surface materialfor countertops, tabletops, floors and walls,EcoTop adds practical style in both residentialand commercial settings.
Lighting Controls
PulseWorx is a lighting control system utilizingonly existing wiring. Their patented UPBtechnology streamlines the installation processand keeps your costs in control. This flexibleand scalable system is backed by an industryleading Money Back Guarantee.
FSC Clear Rift & Quarter Swan Oak
Allegheny Mountain Hardwood Flooring ispart of Hickman Woods, a family businesswhose commitment to sustainable forestrybegan before the popularity of “green” andbefore Forest Stewardship Council (FSC)certification even existed.
Monogram® 48"Professional Gas Cooktop
Authentic Professional appearance withpremium-grade, 304 stainless steel withsmoothly finished edges and large electroniccontrol knobs. Sealed, dual-flame stackedburners deliver a full spectrum of heat settings, from an ultra-low 140° F simmer to an intense18,000 BTUs
GE Profile Spacemaker Series
Fullly Integrated Dishwasher with 7 WashCycles Including SpeedWash/Air-Dry Cycles,Delay Start, Stainless Steel Tub, ElectronicControls and ADA Compliant: RequiresCustom Panel and Handle.
victoria albertcontemporary, classic & spa baths
York
The freestanding York features a deep,double-ended bathing well supported by anelegant pedestal base.
Victoria & Albert is a global brand with a worldwide reputation for creating beautiful baths.
Evolution Excel®
The Evolution Excel® features the best ofInSinkErator's grinding and SoundSeal Plus™noise-reduction technologies, handling morevolume and more types of food waste whilemaking 60% less noise than standarddisposers.
Monogram Built-In Side by Side Refrigerators
Monogram's Built-In Side by Side Refrigeratorsare available in widths of 36", 42" and 48".Models are available with or without exteriorice and water dispensers. Make a statementwith a Monogram stainless steel model orinstall custom door panels to seamlesslyintegrate the unit with your custom cabinetry.
MONOGRAM 30" Professional ElectronicConvection DOUBLE OVEN
The General Electric ZET2PMSS StainlessSteel Double Oven is a self-clean oven, witha capacity of 4.4 cubic feet.
GE Monogram® 48" Stainless SteelProfessional Hood
1200 CFM Vertical Exhaust with Dual Blowers,3 Halogen Lamps with 4 Lighting Levels,Infrared Warming Lamps, Utensil Racks andRemovable Grease Trays
GE - 4.0 Cu. Ft. 26-Cycle King-Size Washer
This washer features HydroMotion technologythat gently removes soils from garments tolimit the wear and tear on your clothes. The HydroHeater feature increases the washtemperatures to reduce bacteria for athorough clean.
GE - 7.0 Cu. Ft. Super Capacity Gas Dryer
This front-load gas dryer features a stylishround door to add a contemporary touch toyour laundry room. It is equipped with dual thermistors and Sensor Dry Plus technologyto maintain a consistent amount of heat for thorough drying.
GE Appliancesimagination at work
GE Appliancesimagination at work
GE Appliancesimagination at work
GE Appliancesimagination at work
GE Appliancesimagination at work
GE Appliancesimagination at work
GE Appliancesimagination at work
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 isintegrated and installed the right way, on time and on budget.
OTHER KOHLER PRODUCTS IN THIS DESIGN:
KITCHEN:
- Vinatta small Faucet 7.5 K-691-BN- Undertone Small Sink K-3164- HiRise™ wall-mount kitchen pot filler K-7322-4-BS
BAR:
- Wellspring® beverage faucet K-6666-CP
POWDER ROOM:
- Cimarron® pedestal lavatory with 8" centers K-2362-8-0- Archer Lavatory Faucet with lever handles K-11076-4-CP
MASTER BATH:
- Bancroft® undercounter lavatory K-2319-0- Purist® wall-mount non-diverter bath spout, 35 D K-14426-CP - Purist® bath-, wall-mount high-flow bath valve trim K-T14429-3-CP- Purist faucet with cross handles K-14406-3-CP- Purist Cross Valves x3 K-T14490-3-CP- Purist Thermostatic Valve Trim K-T14488-3-CP- WaterTile® 54-nozzle bodyspray K-8002-CP- Purist Handheld K-978-CP- Stillness® adjustable wall-mount bracket K-975-CP- Pinstripe Door, Right hand Open K-705722-L-SHP
BATH 2
- Caxton® undercounter lavatory K-2209-0- Fairfax Widespread Lavatory Faucet K-12265-4-CP- Fairfax Shower and Bath K-T12007-4-CP
LAUNDRY ROOM:
- Sterling by Kohler Utility Sink 995-U-0- Forté® single-control kitchen sink faucet K-10416-G
Vinnata kitchen sink faucet, Brushed Nickel
MasterClean sprayface Resists hard waterbuildup. With the touch of a button, Vinnatapull-down spray faucets provide either anaerated stream or a powerful spray. Thehigh-arch spout is elegantly designed to reachover the tallest pots.
Undertone® undercounter kitchen sink
Mix and match to suit your needs. Undertonesingle-basin sinks give you the design flexibilityyou need with the professional look of stainlesssteel. Chose one or select two or moredepending on your space considerationand stylistic preferences.
Purist® 1.75 gpm showerhead
Conservation without compromise. Thisshowerhead is a true performanceshowerhead for the green-build market.The showerhead provides LEED compliancewith 30% reduction in water consumptionwithout sacrificing shower performance.
Persuade two-piece elongated toilet withDual Flush Technology
Offers a contemporary design highlighted bythe skirted trapway. This compact elongatedmodel features Dual Flush technology, whichincludes a 1.6 gpf and also an eco-friendly,0.8-gallon flush option.
Sterritt Lumber Co.
Sterritt Lumber is a family owned and operatedlumber yard serving the Great Boston Areaand New England. Founded in 1841, Sterrittlumber has developed into a full service lumberyard, serving homeowners, building, andarchitects and offering a wide range of products.
Made from a composite material that is made from100% post-consumer recycled standard office paper.
Made from 100% recycled glass and cement tocreate a high performance, green concrete material.
CaesarStone Quartz Surfaces
Comprised of 93% natural quartz, CaesarStone Quartz Surfaces and Countertops offerthe ultimate combination of form and function.With its stain, scratch, and heat-resistantproperties, CaesarStone is the ideal choicefor care-free countertops.
Triad Speakers and Home Audio Solutions
Triad offers the most complete array ofapplications-based custom speaker solutions,designed for specific usage, and withoutcompromise. Made in America.
Kitchen Views
Kitchen Views offers exceptional customer service with talenteddesigners, exquisite showrooms, and quality products specializing in
quality cabinetry, decorative hardware and countertops ourshowrooms offer a range of styles from traditional to contemporary.
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREENGENERAL REQUIREMENTS:1. Owner / Client Responsibilities: Reference is made throughout these General Notes toresponsibilities and standards of care to be fulfilled by those providing services in the development andconstruction of this project. Owner / Client shall be responsible for adherence to those requirements by theOwner, Builder, Developer, General Contractor, Subcontractors and other professional Consultants notretained by the Designer.
2. Builder's Set: The scope of this set of plans is to provide a “builder's set” of constructiondocuments and general notes hereinafter referred to as “plans”. After formal review and approvalby 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 notnecessarily described. The plans delineate and describe only locations, dimensions, types ofmaterials and general methods of assembling or fastening. The FreeGreen Specification bookreceived with this plan set specifies the particular products or materials recommended for thishome design. The implementation of these plans requires an Owner/ Client/ Contractor thoroughlyknowledgeable with the applicable building codes and methods of construction specific to thisproduct type and type of construction.
3. Building Maintenance: The exposed materials used in the construction of this project willdeteriorate 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 materialsprotected and maintained.
4. Codes: All construction shall comply with the most stringent requirements of all current applicablecity, county, state and federal laws, rules, codes, ordinances and regulations. If the GeneralContractor 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 ofrepair 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 providingservices 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 andmaterials. Each “All Risk” policy shall be in an amount sufficient to cover the replacement valueof the work being performed and/ or the labor, services and materials being supplied by theGeneral Contractor, Subcontractors, Designer, and all professional Consultants.
7. Insurance: Owner/ Client shall cause the General Contractor and every Subcontractor performingwork or providing services and / or materials for the work to purchase and maintain GeneralLiability Insurance.
8. Named Products: The Designer makes no guarantee for products identified by trade name ormanufacturer.
9. Scope: The General Contractor and Subcontractors shall furnish all labor, equipment, and materialindicated on the plans and reasonably inferred or required by the applicable codes.
10. Substitution: Substitutions of specific materials or products listed on the FreeGreen SpecificationSheet shall not be made without written authorization by Owner/ Client. The General Contractorand any Subcontractor shall not make the structural substitutions or changes without prior writtenauthorization from the structural engineer.
11. Changes: Any addition, deletion, or change in the scope of the work described by the plansshall be by written change order only. Any approval from the building official for a change in thework shall be the responsibility of the General Contractor.
12. Intention: The General Contractor shall ensure that all labor, materials, equipment andtransportation shall be included in the work for complete execution of the project. The Designershall not be responsible for the means and methods of construction.
13. Review of Drawings: The General Contractor and all Subcontractors shall review the full contentof the plans for discrepancies and omissions prior to commencement of work. The GeneralContractor and all Subcontractors shall be responsible for any work not in conformance with theplans or in conflict with any code.
14. Use of the Drawings: Dimensions take precedence over scaled measurements. Details andsections on the drawings are shown at specific locations and are intended to show generalrequirements throughout. Details noted “typical” imply all like conditions treated similarly, unlessnoted otherwise. The architectural details shown are intended to further illustrate the visual designconcept and the minimum recommended weather protection for this project. Building coderequirements, structural considerations, trade association manuals and publications and productmanufacturer's written instructions shall also be considered in order to complete the constructionof the details, and in some cases may supercede the details.
15. Approved Drawings: The General Contractor shall be responsible for coordinating the workbetween the different Subcontractors and requiring all Subcontractors to use the most currentbuilding department approved set of plans.
16. Cutting and Patching: All Subcontractors shall do their own cutting, fitting, patching, etc. to makethe 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 wastematerials 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 ofthe project.
18. Storage of Materials: The General Contractor and Subcontractors shall be responsible for storingthe materials on the site according to material suppliers' or manufacturers' instructions. Thematerials shall be kept secure and protected from moisture, pests, and vandals. Any loss arisingout of materials stored at the site shall be the responsibility of the General Contractor orSubcontractor who stored the damaged or lost materials.
ROUGH CARPENTRY:1. Framing:
A. 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.B. Fire stopping: Per applicable building code.C. 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.D. Use continuous, full height studs in accordance with the highest standard of construction
and framing practices.E. All angled walls to be at 45 degrees unless noted otherwiseF. Built up roofs, waterproof balcony decks and exterior horizontal areas are to be framed
with slope to ensure water drainage without ponding.G. Provide crickets as indicated and as necessary for proper water drainage and to redirect
channeled or run off water away from vertical surfaces.H. Provide blocking where required to provide uniform surface where flush joists and beams
are different depths.I. Use mitered joints at fascia splices.J. 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.
K. Align bottom of all adjacent window and door headers, unless noted otherwise on framing plan.
2. Trusses:A. 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.
B. 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.
C. 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 andshelving.
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.
THERMAL & MOISTURE PROTECTION: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.
HEATING, VENTILATION & AIR CONDITIONING:1.Scope:
A. 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 installall equipment complete and operable. 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.
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 airtight 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.
ELECTRICAL:1. Scope:
A. 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 jurisdictionincluding 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.
B. Provide rubberized asphaltic membrane materials at all penetrations of the water- resistive membrane at exterior walls.
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.AJ. 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 practicesof 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 psiU. 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).
9/2
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GENERAL NOTES
10-002
NE COLONIAL
Issue Date
MY
BU, SH
No. Description Date
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREENI. MAX POINTS AVAILABLE: (P = PREREQUISITE)II. ESTIMATED POINTS ELIGIBLE BY THIS DESIGN:III. CREDIT ATTEMPTED: (YES/NO)IV. TOTAL:
I. II. III. IV.
LEED certification is based on 18 prerequisites and 67 credits. The prerequisites are basic performance standards: theyare mandatory for every project, and no points are awarded for meeting them. To achieve certification, builders earn creditpoints by exceeding the minimum standards of the prerequisites. In total, 136 credit points are available.
Prerequisites and points are classified in eight credit categories:
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.
Required Points
Certified
Table 1LEED for Homes Certification Levels
How to use the LEED for Homes Green Building Rating System Checklist:
If you plan to have your project LEED certified, this page will provide you with abrief but clear outline of the program's mandatory and credit requirements.
Please visit www.usgbc.org/LEED/homes for complete participationrequirements, credit descriptions and to purchase the most current edition ofthe LEED for Homes Reference Guide as show on the upper left hand cornerof this page.
If you choose not to have your project certified but would like to incorporategreen practices, products and materials, use this sheet as a guide to selectthe 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 aspresented, this home design is already eligible for a variety of points underLEED for Homes Green Building Rating System. This page also identifiesthese achievable points for your convenience. SEE COLUMN "II."
What is the LEED for Homes Green Building Rating System?
LEED for Homes is a national, voluntary certification system, developed bynational experts and experienced builders, that promotes the design andconstruction of high-performance green homes and encourages the adoptionof sustainable practices by the homebuilding industry.
The LEED for Homes Rating System is part of the suite of nationallyrecognized LEED Green Building Rating Systems administered by USGBC.Like all LEED Rating Systems, it is the market's leadership system, targetingthe top 25% of home building practices in terms of environmental responsibility.LEED provides industry resources and tools on how to "green" any new home.
With LEED, homebuilders can differentiate their structures as meeting thehighest performance measures, and homebuyers can readily identify high-quality green homes. LEED provides national consistency in defining thefeatures of a green home, enables builders anywhere in the country to obtaina green rating on their homes, and assures homebuyers of the quality of theirpurchases, all based on a recognized national brand.
INNOVATION AND DESIGN PROCESS (ID)
CREDIT CATEGORIES & CERTIFICATION LEVELS
ID 1: INTEGRATED PROJECT PLANNING
Intent. Maximize opportunities for integrated, cost-effective adoption of green designand construction strategies.
1.1 Preliminary Rating
1.2 Integrated Project Team 1
ID 2: DURABILITY MANAGEMENT PROCESS
Intent. Promote durability and high performance of the building enclosure and itscomponents and systems through appropriate design, materials selection, andconstruction practices.
2.1 Durability Planning
2.2 Durability Management
2.3 Third-Party Durability Management Verification 3
(P)(pg. 37)(pg. 37)(pg. 37)
(pg. 31)(pg. 31)
I. II. III. IV.
I. II. III. IV. I. II. III. IV. I. II. III. IV.
ID 3: INNOVATIVE OR REGIONAL DESIGN
Intent. Minimize the environmental impact of the home by incorporating additionalgreen design and construction measures that have tangible and demonstrablebenefits beyond those in the LEED for Homes Rating System.
TOTAL ESTIMATED POINTS ELIGIBLE BY THIS DESIGN:
CERTIFICATION LEVELS
The LEED for Homes Rating System works by requiring a minimum level of performance through prerequisites andrewarding improved performance in each of the above categories. The level of performance is indicated by four performancetiers. See (Table 1).
45-59
Silver 60-74
Gold 75-89
Platinum 90-136
Total available points 136
HOME SIZE ADJUSTMENT
The adjustments in (Table 2) below compensate for the overarching effects of home size on consumption by adjusting theaward level point thresholds based on home size. For further explanation see pages 8-11 in the LEED H Reference Guide.
Required Points
Certified
Table 2Threshold Adjustment Certification Levels
Silver
Gold
Platinum
Total available points 136
HOW TO PARTICIPATE IN LEED FOR HOMES
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 team3. 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.
For full participation requirements or to purchase the LEED H Reference Guide, please visit www.usgbc.org/LEED/homes
(P)
1.3 Professional Credentialed with Respect to LEED for Homes 1(pg. 31)1.4 Design Charrette 1(pg. 31)1.5 Building Orientation for Solar Design 1(pg. 31)
(P)
3.1 Innovation #1(pg. 45) 1
3.2 Innovation #2(pg. 45)3.3 Innovation #3(pg. 45)3.4 Innovation #4(pg. 45)
111
LOCATION AND LINKAGES (LL)LL 1: LEED FOR NEIGHBORHOOD DEVELOPMENT
Intent. Minimize the environmental impact of land development practices by buildinghomes in LEED for Neighborhood Development certified developments.
1 LEED for Neighborhood Development(pg. 51) 10(OR LL 2-6)
LL 2: SITE SELECTION
Intent. Avoid development on environmentally sensitive sites.
2 Site Selection(pg. 55) 2
LL 3: PREFERRED LOCATIONS
Intent. Encourage the building of LEED homes near or within existing communities.
3.1 Edge Development(pg. 59) 1
3.2 Infill(pg. 59) 2
3.3 Previously Developed(pg. 59) 1
(OR LL 3.1)
LL 4: INFRASTRUCTURE
Intent. Encourage the building of LEED homes in developments that are servedby or are near existing infrastructure (i.e., sewers and water supply).
4 Existing Infrastructure(pg. 65) 1
LL 5: COMMUNITY RESOURCES / TRANSIT
Intent. Encourage the building of LEED homes in development patterns that allowfor walking, biking, or public transit (thereby minimizing dependency on personalautomobiles and their associated environmental impacts.
5.1 Basic Community Resources / Transit(pg. 69) 1
5.2 Extensive Community Resources / Transit(pg. 69) 2
5.3 Outstanding Community Resources / Transit(pg. 69) 3
(OR LL 5.1, 5.3)
(OR LL 5.1, 5.2)
LL 6: ACCESS TO OPEN SPACE
Intent. Provide open space to encourage walking, physical activity, and time spentoutdoors.
6 Access to Open Space(pg. 75) 1
SUSTAINABLE SITES (SS)SS 1: SITE STEWARDSHIP
Intent. Minimize the environmental damage to the building lot during the constructionprocess.
1.1 Erosion Controls During Construction(pg. 81) (P)
1.2 Minimize Disturbed Area of Site(pg. 81) 1
SS 2: LANDSCAPING
Intent. Design landscape features to avoid invasive species and minimize demand forwater and synthetic chemicals.
2.1 No Invasive Plants(pg. 89) (P)
2.2 Basic Landscape Design(pg. 89) 2
2.3 Limit Conventional Turf(pg. 89) 3
2.4 Drought-Tolerant Plants(pg. 89) 2
2.5 Reduce Overall Irrigation Demand by at Least 20%(pg. 90) 6
(OR SS 2.5)
(OR SS 2.5)
(OR SS 2.5)
SS 3: LOCAL HEAT ISLAND EFFECTS
Intent. Design landscape features to reduce local heat island effects.
3 Reduce Local Heat Island Effects(pg. 111) 1
SS 4: SURFACE WATER MANAGEMENT
Intent. Design site features to minimize erosion and runoff from the home site.
4.1 Permeable Lot(pg. 115) 4
4.2 Permanent Erosion Controls(pg. 115) 1
4.3 Management of Runoff from Roof(pg. 115) 2
SS 5: NONTOXIC PEST CONTROL
Intent. Design home features to minimize the need for poisons for control ofinsects, rodents, and other pests.
5 Pest Control Alternatives(pg. 125) 2
SS 6: COMPACT DEVELOPMENT
Intent. Make use of compact development patterns to conserve land and promotecommunity livability, transportation efficiency, and walkability.
6.1 Moderate Density(pg. 129) 2
6.2 High Density(pg. 129) 3
6.3 Very High Density(pg. 129) 4
(OR SS 6.1, 6.3)
(OR SS 6.1, 6.2)
WATER EFFICIENCY (WE)WE 1: WATER REUSE
Intent. Use municipal recycled water or offset central water supply through thecapture and controlled reuse of rainwater and/or graywater.
1.1 Rainwater Harvesting System(pg. 135) 4
1.2 Graywater Reuse System(pg. 135) 1
1.3 Use of Municipal Recycled Water System(pg. 135) 3
(OR WE 1.3)
(OR WE 1.3)
WE 2: IRRIGATION SYSTEM
Intent. Minimize outdoor demand for water through water-efficient irrigation.
2.1 High-Efficiency Irrigation System(pg. 145) 3
2.2 Third-Party Inspection(pg. 146) 1
2.3 Reduce Overall Irrigation Demand by at Least 45%(pg. 146) 4
(OR WE 2.3)
(OR WE 2.3)
WE 3: INDOOR WATER USE
Intent. Minimize outdoor demand for water through water-efficient irrigation.
3.1 High-Efficiency Fixtures and Fittings(pg. 159) 3
(pg. 159) 63.2 Very High-Efficiency Fixtures and Fittings
ENERGY & ATMOSPHERE (EA)EA 1: OPTIMIZE ENERGY PERFORMANCE
Intent. Improve the overall energy performance of a home by meeting or exceedingthe performance of an ENERGY STAR labeled home.
1.1 Performance of ENERGY STAR for Homes(pg. 169) (P)
1.2 Exceptional Energy Performance(pg. 169) 34
EA 2: INSULATION
Intent. Design and install insulation to minimize heat transfer and thermal bridging.
2.1 Basic Insulation(pg. 179) (P)
2.2 Enhanced Insulation(pg. 179) 2
(OR EA 2-11)
(OR EA 2-11)
(OR EA 1, 7.1, 7.2)
(OR EA 1, 7.1, 7.2)
EA 3: AIR INFILTRATION
Intent. Minimize energy consumption caused by uncontrolled air leakage into andout of conditioned spaces.
3.1 Reduced Envelope Leakage(pg. 185) (P)
3.2 Greatly Reduced Envelope Leakage(pg. 185) 2
3.3 Minimal Envelope Leakage(pg. 185) 3
(OR EA 1, 7.1, 7.2)
(OR EA 1, 7.1, 7.2)
(OR EA 1, 7.1, 7.2)
EA 4: WINDOWS
Intent. Maximize the energy performance of windows.
4.1 Good Windows(pg. 189) (P)
4.2 Enhanced Windows(pg. 189) 2
4.3 Exceptional Windows(pg. 189) 3
(OR EA 1, 7.1, 7.2)
(OR EA 1, 7.1, 7.2)
(OR EA 1, 7.1, 7.2)(OR EA 4.2)
(OR EA 3.2)
EA 5: HEATING AND COOLING DISTRIBUTION SYSTEM
Intent. Minimize energy consumption due to thermal bridges and/or leaks in theheating and cooling distribution system.
5.1 Reduced Distribution Losses(pg. 195) (P)
(pg. 195) 2
(pg. 195) 3
(OR EA 1, 7.1, 7.2)
(OR EA 1, 7.1, 7.2)
(OR EA 1, 7.1, 7.2)(OR EA 5.2)
5.2 Greatly Reduced Distribution Losses
5.3 Minimal Distribution Losses
EA 6: SPACE HEATING AND COOLING EQUIPMENT
Intent. Reduce energy consumption associated with the heating and cooling system.
6.1 Good HVAC Design and Installation(pg. 201) (P)
24
(OR EA 1, 7.1, 7.2)
(OR EA 1, 7.1, 7.2)
(OR EA 1, 7.1, 7.2)(OR EA 6.2)
6.2 High-Efficiency HVAC
6.3 Very High-Efficiency HVAC
(pg. 201)(pg. 201)
EA 7: WATER HEATING
Intent. Reduce energy consumption associated with the domestic hot water system,including improving the efficiency of both the hot water system design and the layoutof the fixtures in the home.
7.1 Efficient Hot Water Distribution(pg. 207)13
2
7.2 Pipe Insulation(pg. 208)7.3 Efficient Domestic Hot Water (DHW) Equipment(pg. 208) (OR EA 1, 7.1, 7.2)
EA 8: LIGHTING
Intent. Reduce energy consumption associated with interior and exterior lighting.
8.1 ENERGY STAR Lights(pg. 213) (P)
1.53
(OR EA 1, 7.1, 7.2)
(OR EA 1, 7.1, 7.2)
(OR EA 1, 7.1, 7.2)(OR EA 8.2)
(pg. 213)(pg. 213)
8.2 Improved Lighting
8.3 Advanced Lighting Package
EA 9: APPLIANCES
Intent. Reduce appliance energy consumption.
9.1 High-Efficiency Appliances(pg. 217)1
(OR EA 1, 7.1, 7.2)
(OR EA 1, 7.1, 7.2)(pg. 217) 9.2 Water-Efficient Cloths Washer
2
EA 10: RENEWABLE ENERGY
Intent. Reduce consumption of nonrenewable energy sources by encouraging theinstallation and operation of renewable electric generation systems.
10(OR EA 1, 7.1, 7.2)(pg. 221) 10 Renewable Energy System
EA 11: RESIDENTIAL REFRIGERANT MANAGEMENT
Intent. Select and test air-conditioning refrigerant to ensure performance andminimum contributions to ozone depletion and global warming.
(pg. 227) 11.1 Refrigerant Charge Test (P)
(pg. 227) 11.2 Appropriate HVAC Refrigerants 1
MATERIAL & RESOURCES (MR)MR 1: MATERIAL-EFFICIENT FRAMING
Intent. Optimize the use of framing materials.
1.1 Framing Order Waste Factor Limit(pg. 235) (P)
1.2 Detailed Framing Documents(pg. 235) 1
1.3 Detailed Cut List and Lumber Order(pg. 235) 1
1.4 Framing Efficiencies(pg. 235) 3
1.5 Off-Site Fabrication(pg. 235) 4
(OR MR 1.5)
(OR MR 1.5)
(OR MR 1.5)
MR 2: ENVIRONMENTALLY PREFERABLE PRODUCTS
Intent. Increased demand for environmentally preferable products and products orbuilding components that are extracted, processed, and manufactured within theregion.
2.1 FSC-Certified Tropical Wood
2.2 Environmentally Preferable Products 8
(P)(pg. 247)(pg. 247)
MR 3: WASTE MANAGEMENT
Intent. Reduce waste generated to a level below the industry norm.
3.1 Construction Waste Management Planning
3.2 Construction Waste Reduction 3
(P)(pg. 261)(pg. 261)
INDOOR ENVIRONMENTAL QUALITY (EQ)IQ 1: ENERGY STAR WITH INDOOR AIR PACKAGE
Intent. Improve the overall quality of a home's indoor environment by installing anapproved bundle of air quality measures.
1.1 ENERGY STAR with Indoor Air Package 13(pg. 273) (OR IQ 2-10)
IQ 2: COMBUSTION VENTING
Intent. Minimize the leakage of combustion gases into the occupied space of thehome.
2.1 Basic Combustion Venting Measures(pg. 277) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) (P)
2.2 Enhanced Combustion Venting Measures(pg. 277) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) 2
IQ 3: MOISTURE CONTROL
Intent. Control indoor moisture levels to provide comfort, reduce the risk of mold, andincrease the durability of the home.
3.1 Moisture Load Control(pg. 285) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) 1
IQ 4: OUTDOOR AIR VENTILATION
Intent. Reduce occupant exposure to indoor pollutants by ventilating with outdoor air.
4.1 Basic Outdoor Air Ventilation(pg. 289) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) (P)
(pg. 289) 24.2 Enhanced Outdoor Air Ventilation
(pg. 289) 14.3 Third-Party Performance Testing (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2)
IQ 5: LOCAL EXHAUST
Intent. Reduce moisture and exposure to indoor pollutants in kitchen and bathrooms.
5.1 Basic Local Exhaust(pg. 299) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) (P)
(pg. 299) 15.2 Enhanced Local Exhaust
(pg. 299) 15.3 Third-Party Performance Testing
IQ 6: DISTRIBUTION OF SPACE HEATING AND COOLING
Intent. Provide appropriate distribution of space heating and cooling in the home toimprove thermal comfort and energy performance.
6.1 Room by Room Load Calculations(pg. 305) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2)
(pg. 305) 16.2 Return Air Flow or Room by Room Controls
(pg. 305) 26.3 Third-Party Performance Testing
(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)
IQ 7: AIR FILTERING
Intent. Reduce particulate matter from the air supply system.
7.1 Good Filters(pg. 311) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2)
(pg. 311) 17.2 Better Filters
(pg. 311) 27.3 Best Filters
(P)
(OR IQ 7.2)
IQ 8: CONTAMINANT CONTROL
Intent. Reduce occupants' and construction workers' exposure to indoor airbornecontaminant through source control and removal.
8.1 Indoor Contaminant Control during Const.(pg. 315) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2)
(pg. 315) 28.2 Indoor Contaminant Control
(pg. 315) 18.3 Preoccupancy Flush (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2)
1
IQ 9: RADON PROTECTION
Intent. Reduce occupant exposure to radon gas and other soil gas contaminants.
9.1 Radon-Resistant Const. in High Risk Areas(pg. 323) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2)
(pg. 323)
(P)
9.2 Radon-Resistant Const. in Mod. Risk Areas (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) 1
IQ 10: GARAGE POLLUTANT PROTECTION
Intent. Reduce occupant exposure to indoor pollutants originating from an adjacentgarage.
10.1 No HVAC in Garage(pg. 327) (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2)
(pg. 327)
(P)
10.2 Minimize Pollutants from Garage (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) 2
(pg. 327) 10.3 Exhaust Fan in Garage (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) 1
(pg. 327) 10.4 Detached or No Garage (OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2) 3(OR IQ 10.2, 10.3)
AWARENESS & EDUCATION (AE)AE 1: EDUCATION OF HOMEOWNER OR TENANT
Intent. Maintain the performance of the home by educating the occupants (i.e., thehomeowner or tenant) about the operations and maintenance of the home's LEEDfeatures and equipment.
1.1 Basic Operations Training(pg. 335) (P)
1.1 Enhanced Training(pg. 336) 1
AE 2: EDUCATION OF BUILDING MANAGER
Intent. Maintain the performance of the home by educating the building managerabout the operations and maintenance of the home's LEED features and equipment.
2 Education of Building Manager(pg. 339) 1
9/2
4/2
00
9 1
0:3
3:2
0 A
M
A-00-2
LEED-H RATINGSYSTEM CHECKLIST
10-002
NE COLONIAL
Issue Date
MY
BU, SH
55-69
70-84
85-99
100-146
(P)
111
3
(P)
(P)
2
2
213
(P)
1
(P)2
(P)1
(P)1
(P)
(P)
2
24.5
(P)
1.5136
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREENI. MAX POINTS AVAILABLE: (M = MANDATORY REQUIREMENT PRESENT)II. ESTIMATED POINTS ELIGIBLE BY THIS DESIGN:III. CREDIT ATTEMPTED: (YES/NO)IV. TOTAL:
I. II. III. IV.
301 - GENERAL
301.1 Environmental performance levels. The building, project, site, and or development's environmental performancelevel 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.
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
302.1 Site design and development. The threshold points required for the environmental performance levels to qualify a newor existing subdivision as green under this Standard shall be in accordance with Table 302 and based on points in Chapter 4.
Green Subdivision Category
Performance Level Points
OneStar
TwoStars
ThreeStars
FourStars
400 Site Design and Development
Table 302Threshold Point Ratings for Site Design and Development
79 104 134 175
Green Building CategoryPerformance Level Points (1) (2)
Bronze Silver Gold Emerald
Lot Design, Preparation, andDevelopment
Table 303Threshold Point Ratings for Green Buildings
39 66 93 119500
Resource Efficiency 45 79 113 146600
Energy Efficiency 30 60 100 120700
Water Efficiency 14 26 41 60800
Indoor Environmental Quality 36 65 100 140900
Operation, Maintenance andBuilding Owner Education
8 10 11 121000
Additional Points from anycategory
52 102 102 102
Total Points: 224 408 560 699
303 - GREEN BUILDINGS
303.1 Green buildings. The threshold points required for the environmental performance levels for a green building shall bein accordance with Table 303. To qualify for one of these performance levels, all of the following shall be satisfied:
(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 beimplemented.(3) In addition to Section 701, either Section 702 (Performance Path) or Section 703 (Prescriptive Path) shall be used toestablish 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 inCategory 7 shall be achieved from any of the categories. Where deemed appropriate by the Adopting Entity, additionalpoints from Category 7 may be assigned to another category (or categories) to increase the threshold points required for thatcategory (or categories). Points shall not be reduced by the Adopting Entity in any of six other categories.
1
2
3
4
5
6
How to use the NAHB National Green Building Standard Checklist:
If you plan to have your project certified by the NAHB National Green BuildingStandard, this page will provide you with a brief but clear outline of theprogram's mandatory and credit requirements. Additional clarifying text canbe found in the full National Green Building Standard. This checklist is aworksheet only and is not a substitute for online scoring atNAHBGreen.org which. Scoring through NAHBGreen.org is required forhome certification in the NAHBGreen program.
To purchase the National Green Building Standard or for more informationvisit www.BuilderBooks.com.
If you choose not to have your project certified but would like to incorporategreen practices, products and materials, use this sheet as a guide to selectthe 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 aspresented, this home design is already eligible for a variety of points underNAHB National Green Building Standard Rating System. This page alsoidentifies these achievable points for your convenience.SEE COLUMN "II."
What is the NAHB National Green Building Standard?
In 2007 the National Association of Home Builders (NAHB) and theInternational Code Council (ICC) partnered to form to establish a much-needed and nationally-recognizable standard definition of what is meant by"Green Building."
A consensus committee was formed to develop this standard in compliancewith the requirements of the American National Standards Institute (ANSI).The resulting ANSI approved ICC-700-2008 National Green BuildingStandard defines green building for single and multifamily homes, residentialremodeling projects and site development projects while still allowing for theflexibility 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 featuresin the following areas: energy, water, and resource efficiency, lot and sitedevelopment, indoor environmental quality, and home owner education.The more points accrued, the higher the score.
The Standard, however, includes more mandatory items and suggeststhat higher thresholds be met in several categories. A new threshold -"Emerald" - was added to denote the highest achievement in residentialgreen construction.
902.0 Intent. Pollutants generated in the building are controlled 902.1 Spot ventilation.(pg. 75) 31(M)
902.2 Building ventilation systems.(pg. 76) 28
902.3 Radon control.(pg. 77) 15(M)
902.4 HVAC system protection.(pg. 77) 3
902.5 Central vacuum system.(pg. 77) 5
902.6 Living space contaminants.(pg. 78) 8
903 MOISTURE MANAGEMENT: VAPOR, RAINWATER, PLUMBING, HVAC
903.0 Intent. Moisture and moisture effects are controlled
903.1 Tile backing materials.(pg. 78) (M)
903.2 Capillary breaks.(pg. 78) (M) 3
903.3 Crawlspaces.(pg. 79) (M) 16
903.4 Moisture control measures.(pg. 79) (M) 10
903.5 Plumbing.(pg. 80) 9
903.6 Duct insulation.(pg. 81) 2(M)
903.7 Relative humidity.(pg. 81) 8
904 INNOVATIVE PRACTICES
904.1 Humidity monitoring system.(pg. 81) 2
904.2 Kitchen exhaust.(pg. 81) 2
1000 OPERATION, MAINTENANCE, & BLDG OWNER EDUCATION1001 BUILDING OWNERS' MANUAL FOR ONE AND TWO-FAMILY DWELLINGS
1001.0 Intent. Information on the building's use, maintenance, and greencomponents is provided.
1001.1 Building owner's manual.(pg. 83) (M) 10
1002 TRAINING OF BUILDING OWNERS ON OPERATION & MAINTENANCE FORONE & TWO-FAMILY DWELLINGS AND MULIT-UNIT BUILDINGS
1002.1 Training of building owners.(pg. 84) 6
1003 CONSTRUCTION, OPERATION, & MAINTENANCE MANUALS & TRAININGFOR MULTI-UNIT BUILDINGS
1003.0 Intent. Manuals are provided to the responsible parties (owner, management,tenant, and/or maintenance team) regarding the construction, operation, andmaintenance of the building...
1003.1 Building construction manual.(pg. 85) (M) 4
1003.2 Operations manual.(pg. 85) (M) 5
1003.3 Maintenance manual.(pg. 86) (M) 4.5
400 SITE DESIGN AND DEVELOPMENT
400.0 Intent. This section applies to land development for the eventual construction ofbuildings or additions thereto that contain dwelling units. The rating earned underSection 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 theprovisions of Section 303, 304, or 305.5, as applicable.
300 COMPLIANCE METHOD
401 SITE SELECTION
401.0 Intent. The site is selected to minimize environmental impact by one ormore of the following:
401.1 Infill Site.
401.2 Greyfield/brownfield site.
45
402 PROJECT TEAM, MISSION STATEMENT, AND GOALS
402.0 Intent. The site is designed and constructed by a team of qualifiedprofessionals trained in green development issues.
402.1 Team.
402.2 Training.
43
402.3 Project checklist. 3(M)
(pg. 15)(pg. 15)(pg. 15)
(pg. 15)(pg. 15)
I. II. III. IV.
I. II. III. IV. I. II. III. IV. 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.
403.1 Natural resources.
403.2 Building orientation.
403.3 Slope disturbance.
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.
(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)
(Points awarded only if there are developable steep slopes in the project area)
404 SITE DEVELOPMENT AND CONSTRUCTION
404.0 Intent. Environmental impact during construction is avoided to the extentpossible; impacts that do occure are minimized, and any significant impacts aremitigated.
404.1 On-site supervision and coordination.(pg. 18)404.2 Trees and vegetation.(pg. 18)404.3 Soil disturbance and erosion.(pg. 19)404.4 Wildlife habitat.(pg. 19)405 INNOVATIVE PRACTICES
405.0 Intent. Innovative site design, preparation, and development practices areused to enhance environmental performance. Waivers or variances from localdevelopment regulations are obtained, and innovative zoning practices are used toimplement such practices, as applicable.
405.1 Driveways and parking areas.(pg. 19)405.2 Street widths.(pg. 20)405.3 Cluster development.(pg. 20)405.4 Zoning.(pg. 20)405.5 Wetlands.(pg. 20)405.6 Mass transit.(pg. 20)
500 LOT DESIGN, PREPARATION, AND DEVELOPMENT
500.0 Intent. This section applies to lot development for the eventual construction ofresidential buildings, multi-unit buildings, or additions thereto that contain dwelling units.The buildings on the lot earn their own performance level by complying with theprovisions of Section 303, 304, or 305.5, as applicable.
501.1 Lot. (pg. 21)501.2 Mass Transportation.(pg. 21)
501 LOT SELECTION
1862812215455616106
4123119
56
101876
99
502 PROJECT TEAM, MISSION STATEMENT, AND GOALS
502.1 Project team, mission statement, and goals. (pg. 21) 4
503 LOT DESIGN
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.
503.1 Natural resources. (pg. 22) 24
503.2 Slope disturbance. (pg. 22) 24
503.3 Soil disturbance and erosion. (pg. 23)503.4 Storm water management. (pg. 23) 20
503.5 Landscape plan. (pg. 23) 34
503.6 Wildlife habitat. (pg. 24) 4
503.7 Mixed-use development. (pg. 24) 6
503.8 Environmentally sensitive areas. (pg. 24) 6
503.9 Density. (pg. 24) 10
(Points awarded only if there are developable steep slopes in the project area)
15
504 LOT CONSTRUCTION
504.0 Intent. Environmental impact during construction is avoided to the extentpossible; impacts that do occure are minimized, and any significant impacts aremitigated.
504.1 On-site supervision and coordination. (pg. 25) 4
504.2 Trees and vegetation. (pg. 25) 11
504.3 Soil disturbance and erosion. (pg. 25) 34
505 INNOVATIVE PRACTICES
505.0 Intent. Innovative lot design, preparation and development practices areused to enhance environmental performance. Waivers of variances from localdevelopment regulations are obtained, and innovative zoning practices are used toimplement such practices.
505.1 Driveways and parking areas. (pg. 26) 4
505.2 Heat island mitigation.(pg. 26) 4
600 RESOURCE EFFICIENCY601 QUALITY OF CONSTRUCTION MATERIALS AND WASTE
601.0 Intent. Design and construction practices that minimize the environmentalimpact of the building materials are incorporated, environmentally efficient buildingsystems and materials are incorporated, and waste generated during construction isreduced.
601.1 Conditioned floor area.(pg. 27) 15
601.2 Material usage.(pg. 28) 9
601.3 Building dimensions and layouts.(pg. 28) 13
601.4 Framing and structural plans.(pg. 28) 4601.5 Prefabricated components.(pg. 28) 38
601.6 Stacked stories.(pg. 28) 8601.7 Site-applied finishing materials.(pg. 28) 12
601.8 Foundations.(pg. 29) 3601.9 Above grade wall systems.(pg. 29) 4602 ENHANCED DURABILITY AND REDUCED MAINTENANCE
602.0 Intent. Design and construction practices are implemented that enhance thedurability of materials and reduce in-service maintenance.
602.1 Exterior doors.(pg. 29) 5602.2 Roof overhangs.(pg. 29) 4602.3 Foundation drainage.(pg. 30) 4(M)
602.4 Drip edge.(pg. 30) 3602.5 Roof water discharge.(pg. 30) 4602.6 Finished grade.(pg. 30)602.7 Termite barrier.(pg. 30) 4
(M)
602.8 Termite-resistant materials.(pg. 31) 6602.9 Water-resistive barrier.(pg. 31) (M)
602.10 Ice barrier.(pg. 31) (M)
602.11 Foundation waterproofing.(pg. 31) 4602.12 Flashing.(pg. 31) 6602.13 Roof surfaces.(pg. 32) 3602.14 Recycling.(pg. 32) 6603 REUSED OR SALVAGED MATERIALS
603.0 Intent. Practices that reuse or modify existing structures, salvages materialsfor other uses, or use salvaged materials in the building's construction areimplemented.
603.1 Reused of existing building.(pg. 32) 12603.2 Salvaged materials.(pg. 32) 3603.3 Scrap materials.(pg. 32) 4604 RECYCLED-CONTENT BUILDING MATERIALS
604.1 Recycled content.(pg. 32) 9605 RECYCLED CONSTRUCTION WASTE
605.0 Intent. Waste generated during construction is recycled. All waste classifiedas hazardous shall be properly handled and disposed.
605.1 Construction waste management plan.(pg. 33) 6605.2 On-site recycling.(pg. 33) 7605.1 Recycled construction materials.(pg. 33) 6606 RENEWABLE MATERIALS
606.0 Intent. Building materials derived from renewable resources are used.
606.1 Biobased products.(pg. 33) 8606.2 Wood-based products. (pg. 34) 7
606.3 Manufacturing energy. (pg. 34) 6
607 RESOURCE-EFFICIENT MATERIALS
607.1 Resource-efficient materials. (pg. 34) 9
608 INDIGENOUS MATERIALS
608.1 Indigenous materials. (pg. 34) 10
609 LIFE CYCLE ANALYSIS
609.1 Life cycle analysis.(pg. 35) 15
610 INNOVATIVE PRACTICES
610.1 Manufacturer's environmental management system concepts.(pg. 35) 10
700 ENERGY EFFICIENCY701 MINIMUM ENERGY EFFICIENCY REQUIREMENTS
701.1 Mandatory requirements. (pg. 39)701.1.1 Minimum Performance Path requirements. (pg. 39)701.1.2 Minimum Prescriptive Path requirements. (pg. 39)701.1.3 Alternative bronze level compliance. (pg. 39)701.2 Emerald level points. (pg. 39)701.1.3 Adopting Entity review. (pg. 39)701.4 Mandatory practices. (pg. 40)701.4.1 HVAC systems. (pg. 40) (M)
701.4.2 Duct systems. (pg. 40) (M)
701.4.3 Insulation and air sealing. (pg. 41) (M)
701.4.4 Fenestration. (pg. 43) (M)
702 PERFORMANCE PATH
702.1 Point allocation. (pg. 43) (M)
702.2 Energy cost performance level. (pg. 43) 120
703 PRESCRIPTIVE PATH
703.1 Building envelope. (pg. 44)703.2 Insulation and air sealing. (pg. 46) 15
703.3 Fenestration. (pg. 48) 12703.4 HVAC equipment efficiency. (pg. 49)703.5 Water heating design, equipment, and installation. (pg. 52)704 ADDITIONAL PRACTICES
704.1 Application of additional practice points. Points from Section 704 can beadded to points earned in Section 702 (Performance Path), Section 703 (PrescriptivePath), or Section 701.1.3 (alternative bronze level compliance).
(Max points vary)
(Max points vary)
704.2 Lighting and appliances. (pg. 54)704.3 Renewable energy and solar heating and cooling. (pg. 56)704.4 Ducts. (pg. 59)704.5 HVAC design and installation. (pg. 60)704.6 Installation and performance verification. (pg. 60)705 INNOVATIVE PRACTICES
705.1 Energy consumption control. (pg. 62)705.2 Renewable energy service plan. (pg. 62)
800 WATER EFFICIENCY801 INDOOR AND OUTDOOR WATER USE
801.0 Intent. Measures that reduce indoor and outdoor water usage areimplemented.
801.1 Indoor hot water usage. (pg. 63)801.2 Water-conserving appliance. (pg. 64)801.3 Food waste disposers. (pg. 64)801.4 Showerheads. (pg. 65)801.5 Faucets. (pg. 65)801.6 Water closets and urinals. (pg. 66)801.7 Irrigation systems. (pg. 66)801.8 Rainwater collection and distribution. (pg. 67)801.9 Water filters. (pg. 67)802 INNOVATIVE PRACTICES
802.1 Gray water. (pg. 68)802.2 Composting or waterless toilets and/or urinals. (pg. 68)802.3 Automatic shutoff water devices. (pg. 68)
900 INDOOR ENVIRONMENTAL QUALITY901 POLLUTANT SOURCE CONTROL
901.0 Intent. Pollutant sources are controlled.
901.1 Space and water heating options. (pg. 69)901.2 Fireplaces and fuel-buring appliances. (pg. 70)901.3 Garages. (pg. 71)901.4 Wood materials. (pg. 71)901.5 Carpets. (pg. 72)901.6 Hard-surface flooring. (pg. 72)901.7 Wall coverings. (pg. 72)901.8 Architectural coatings. (pg. 73)901.9 Adhesives and sealants.(pg. 73)901.10 Cabinets.(pg. 74)901.11 Insulation.(pg. 74)901.12 Carbon monoxide (CO) alarms.(pg. 74)901.13 Building entrance pollutants control.(pg. 75)901.14 Non-smoking areas.(pg. 75)
902 POLLUTANT CONTROL
29(Max points vary)
529
43
77
14158281981
(M)
(Max points vary)
24(M)
2
25(M)
(M)
71010(M)
10(M)
64131055311
TOTAL ESTIMATED POINTS ELIGIBLE BY THIS DESIGN:
NOTE: Points available for renovations andadditions as specified in the NAHB Green BuildingStandard are not listed on this sheet. For adescription of points available for renovations andadditions as specified in the NAHB Green BuildingStandard please purchace the full standard atwww.BuilderBooks.com.
(Max points vary)
(1) In addition to the threshold numberof points in each category, all mandatoryprovisions of each category shall beimplemented.(2) For dwelling units greater than 4,000square feet (372 square meter), thenumber of points in Category 7(Additional Points from any category)shall be increased in accordance withSection 601.1. The "Total Points" shallbe increased by the same number ofpoints.
304 - GREEN BUILDINGS
304.1 Green Multi-Unit Buildings. For multi-unit buildings, points for the green building practices that apply to multiple unitsshall be credited once for the entire building. Where points are credited, practices shall be implemented in all units, asapplicable. Where apllication of a prescribed practice allows for a different nuber of points for different units in a multi-unitbuilding, the fewer number of points shall be awarded.
(Max points vary)
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NAHB GREENBUILDING STANDARD
10-002
NE COLONIAL
Issue Date
MY
BU, SH
(M)
2
M34M
M
46
6
MMMM
3
6
1
10
4
3
1215M
3
2
91
4
3
1
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)- 1x3 STRAPPING @ 16" O/C- 1/2" GYPSUM BOARD (REQ FOR THERMAL BARRIER)
GROUND SLOPES AWAY FROMWALL @ 5% OR 6" PER 10'
ASPHALT SHINGLE ROOFING
T.O. ENTRY LEVEL SUB FLOOR EL = 0'-0"
T.O. UPPER LEVEL SUB FLOOR EL = 10'-1"
T.O. ATTIC SUB FLOOR EL = 19'-2"
B.O. FLOOR FRAMING EL
B.O. FLOOR FRAMING EL
B.O. FLOOR FRAMING EL
T.O. CONCRETE FOOTING EL = (-) 9'-3"
T.O. RIDGE RAFTER EL = +/- 25'-10 3/8" V.I.F.
T.O. RIDGE RAFTER EL = +/- 31'-10 3/8" V.I.F.
T.O. FOUNDATION WALL
8' -
0"
3"1' -
0"
9' -
1"
1' -
0"
8' -
1"
1' -
0"
9' -
1"
10
' - 1
"+
/- 6
' -
8 3
/8"
V.I.F
.
+/-
31
' - 1
0 3
/8"
V.I.F
.
9' -
3"
1
2 2 2 2
3 34
11 11
9 9
15
16
18
GROUND SLOPES AWAY FROMWALL @ 5% OR 6" PER 10'
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 -
CLAP BOARD SIDING
MASONRY CHIMNEY& FIRE PLACE
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 PAINTGARAGE DOOR
8-0x7-0GARAGE DOOR
8-0x7-0
B.O
. W
IND
OW
HE
AD
ER
7' -
0"
B.O
. W
IND
OW
HE
AD
ER
7' -
0"
3' -
2"
9
12
9
12
9
12
9
12
612
612
MDO PAINTED & SEALEDALL SIDES
WINDOWS & DOORSOUTSIDE CORNERSINSIDE CORNERSROOF FASCIABAND BOARD LOWERBAND BOARD UPPERGABLE FRIEZESOFFIT FRIEZEPANELINGSOFFIT
- 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
EXTERIOR TRIM PROFILES: CLEAR CEDAR OR FIBER CEMENT
22
1/2" COVER BOARDS OVER BEAM
DECORATIVE COLUMN CAP OVER 6x6 PT POSTON GALV STEEL POST ANCHOR TYP
STEP CONC FOOTING BELOW FROST DEPTH
2
A-04-1
3
A-04-1
3
A-04-1
2
A-04-2
3
A-04-25
A-04-25
A-04-2
6
A-04-2
1
A-04-3
2
A-04-3
6
A-04-3
1
A-04-4
2
A-04-4
3
A-04-4
4
A-04-4
2
B.O
. W
IND
OW
HE
AD
ER
6' -
6"
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:2
3 A
M
A-01-1
ELEVATION FRONT
10-002
NE COLONIAL
Issue Date
MY
BU, SH
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
No. Description Date
DEPTH OF SPRAY FOAM INSULATION TO MEET 2006 IECCREQUIREMENT 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 LOCATEDMORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALLHAVE GUARDS NOT LESS THAN 36" IN HEIGHT.
WINDOW SCHEDULE
No. MANUFACTURER MODEL NUMBER UNIT TYPE SPECIAL UNIT WIDTH UNIT HEIGHT ROUGH WIDTH ROUGH HEIGHT QUANTITY
1 ANDERSON CIR20 CIRCLE - FIXED 1' - 7 3/4" 1' - 7 3/4" 2' - 0 5/8" 2' - 0 5/8" 1
2 ANDERSON, 400 SERIES WOODWRIGHT WDH210-46 DOUBLE HUNG 2' - 11 5/8" 4' - 8 7/8" 3' - 0 1/8" 4' - 9 3/8" 12
3 ANDERSON, 400 SERIES WOODWRIGHT WDH210-410 DOUBLE HUNG 2' - 11 5/8" 5' - 0 7/8" 3' - 0 1/8" 5' - 1 3/8" 2
4 ANDERSON, 400 SERIES WOODWRIGHT WDH210-410 DOUBLE HUNG MULLED UNIT 2' - 11 5/8" 5' - 0 7/8" 3' - 0 1/8" 6' - 1 3/8" 3
5 ANDERSON, 400 SERIES WOODWRIGHT WDH38-310 DOUBLE HUNG TEMPERED 3' - 9 5/8" 4' - 0 7/8" 3' - 10 1/8" 4' - 1 3/8" 1
6 ANDERSON, 400 SERIES WOODWRIGHT WDH210-510 DOUBLE HUNG MULLED UNIT 2' - 11 5/8" 6' - 0 7/8" 3' - 0 1/8" 7' - 1 3/8" 4
7 ANDERSON, 400 SERIES WOODWRIGHT WDH210-310 DOUBLE HUNG 2' - 11 5/8" 4' - 0 7/8" 3' - 0 1/8" 4' - 1 3/8" 5
8 ANDERSON, 400 SERIES WOODWRIGHT WDH26-32 DOUBLE HUNG 2' - 7 5/8" 3' - 4 7/8" 2' - 8 1/8" 3' - 5 3/8" 3
9 ANDERSON, 400 SERIES WOODWRIGHT WDH20-410 DOUBLE HUNG MULLED UNIT 2' - 1 5/8" 5' - 0 7/8" 9' - 3 1/2" 5' - 1 3/8" 2
10 ANDERSON, 400 SERIES WOODWRIGHT WDH20-310 DOUBLE HUNG 2' - 1 5/8" 4' - 0 7/8" 2' - 2 1/8" 4' - 1 3/8" 2
11 ANDERSON, 400 SERIES WOODWRIGHT WDH18-46 DOUBLE HUNG MULLED UNIT 1' - 9 5/8" 4' - 8 7/8" 7' - 7 1/2" 4' - 9 3/8" 2
12 ANDERSON, 400 SERIES WOODWRIGHT WDH18-46 DOUBLE HUNG MULLED UNIT 1' - 9 5/8" 4' - 8 7/8" 1' - 10 1/8" 5' - 9 3/8" 2
15 ANDERSON, 400 SERIES WOODWRIGHT WPW310-46 FIXED MULLED UNIT 3' - 11 5/16" 4' - 8 7/8" 7' - 7 1/2" 4' - 9 3/8" 1
16 ANDERSON, 400 SERIES WOODWRIGHT WPW410-410 FIXED MULLED UNIT 4' - 11 5/16" 5' - 0 7/8" 9' - 3 1/2" 5' - 1 3/8" 1
17 ANDERSON, 400 SERIES WOODWRIGHT WPW20-310 (CUSTOM) FIXED, TEMPERED 2' - 1 5/8" 4' - 0 7/8" 2' - 2 1/8" 4' - 1 3/8" 1
18 ANDERSON, 400 SERIES WOODWRIGHT WTR210-10 TRANSOM MULLED UNIT 2' - 11 5/8" 1' - 0" 3' - 0 1/8" 6' - 1 3/8" 3
19 ANDERSON, 400 SERIES WOODWRIGHT WTR210-10 TRANSOM MULLED UNIT 2' - 11 5/8" 1' - 0" 3' - 0 1/8" 7' - 1 3/8" 4
20 ANDERSON, 400 SERIES WOODWRIGHT WTR18-10 TRANSOM MULLED UNIT 1' - 9 5/8" 1' - 0" 1' - 10 1/8" 5' - 9 3/8" 2
1/4" = 1'-0"1
FRONT ELEVATION
T.O. ENTRY LEVEL SUB FLOOR EL = 0'-0"
T.O. UPPER LEVEL SUB FLOOR EL = 10'-1"
T.O. ATTIC SUB FLOOR EL = 19'-2"
B.O. FLOOR FRAMING EL
B.O. FLOOR FRAMING EL
B.O. FLOOR FRAMING EL
T.O. CONCRETE FOOTING EL = (-) 9'-3"
T.O. RIDGE RAFTER EL = +/- 25'-10 3/8" V.I.F.
T.O. RIDGE RAFTER EL = +/- 31'-10 3/8" V.I.F.
T.O. FOUNDATION WALL
8' -
0"
3" 1' -
0"
9' -
1"
1' -
0"
8' -
1"
1' -
0"
9' -
1"
10
' - 1
"+
/- 6
' -
8 3
/8"
V.I.F
.
+/-
31
' - 1
0 3
/8"
V.I.F
.
9' -
3"
GROUND SLOPES AWAY FROMWALL @ 5% OR 6" PER 10'
GROUND SLOPES AWAY FROMWALL @ 5% OR 6" PER 10'
10
12
10
12
612
77
2
WINDOWS & DOORSOUTSIDE CORNERSINSIDE CORNERSROOF FASCIABAND BOARD LOWERBAND BOARD UPPERGABLE FRIEZESOFFIT FRIEZEPANELINGSOFFIT
- 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
EXTERIOR TRIM PROFILES: CLEAR CEDAR OR FIBER CEMENT
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
CLAP BOARD SIDING
1
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) - 1x3 STRAPPING @ 16" O/C -
1/2" GYPSUM BOARD (REQ FOR THERMAL BARRIER) -
ASPHALT SHINGLE ROOFING
1
3
A-04-1
3
A-04-1
6
A-04-2
6
A-04-34
A-04-4
2
A-04-2
2 2
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:2
4 A
M
A-01-2
ELEVATION RIGHT
10-002
NE COLONIAL
Issue Date
MY
BU, SH
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.
No. Description Date
1 DEPTH OF SPRAY FOAM INSULATION TO MEET 2006 IECCREQUIREMENT 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 LOCATEDMORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALLHAVE GUARDS NOT LESS THAN 36" IN HEIGHT.
1/4" = 1'-0"1
RIGHT ELEVATION
T.O. ENTRY LEVEL SUB FLOOR EL = 0'-0"
T.O. UPPER LEVEL SUB FLOOR EL = 10'-1"
T.O. ATTIC SUB FLOOR EL = 19'-2"
B.O. FLOOR FRAMING EL
B.O. FLOOR FRAMING EL
B.O. FLOOR FRAMING EL
T.O. CONCRETE FOOTING EL = (-) 9'-3"
T.O. RIDGE RAFTER EL = +/- 25'-10 3/8" V.I.F.
T.O. RIDGE RAFTER EL = +/- 31'-10 3/8" V.I.F.
T.O. FOUNDATION WALL
8' -
0"
3" 1' -
0"
9' -
1"
1' -
0"
8' -
1"
1' -
0"
9' -
1"
10
' - 1
"+
/- 6
' -
8 3
/8"
V.I.F
.
+/-
31
' - 1
0 3
/8"
V.I.F
.
9' -
3"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
CLAP BOARD SIDING
1
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) - 1x3 STRAPPING @ 16" O/C -
1/2" GYPSUM BOARD (REQ FOR THERMAL BARRIER) -
ASPHALT SHINGLE ROOFING
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
WINDOWS & DOORSOUTSIDE CORNERSINSIDE CORNERSROOF FASCIABAND BOARD LOWERBAND BOARD UPPERGABLE FRIEZESOFFIT FRIEZEPANELINGSOFFIT
- 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
EXTERIOR TRIM PROFILES: CLEAR CEDAR OR FIBER CEMENT
2
4 4
6 6 6
78 8 8
10105
17
18 1819 19 19
MASONRY CHIMNEY& FIRE PLACE
2
B.O
. W
IND
OW
HE
AD
ER
8' -
0"
B.O
. W
IND
OW
HE
AD
ER
7' -
0"
GROUND SLOPES AWAY FROMWALL @ 5% OR 6" PER 10'
GROUND SLOPES AWAY FROMWALL @ 5% OR 6" PER 10'
STEP CONC FOOTING BELOW FROST DEPTH
1
A-04-1
3
A-04-1
3
A-04-1
5
A-04-2
2
A-04-2
3
A-04-2
6
A-04-2
1
A-04-3
6
A-04-3
4
A-04-4
7
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:2
5 A
M
A-01-3
ELEVATION REAR
10-002
NE COLONIAL
Issue Date
Author
Checker
No. Description Date
1/4" = 1'-0"1
REAR ELEVATION
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 IECCREQUIREMENT 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 LOCATEDMORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALLHAVE GUARDS NOT LESS THAN 36" IN HEIGHT.
T.O. ENTRY LEVEL SUB FLOOR EL = 0'-0"
T.O. UPPER LEVEL SUB FLOOR EL = 10'-1"
T.O. ATTIC SUB FLOOR EL = 19'-2"
B.O. FLOOR FRAMING EL
B.O. FLOOR FRAMING EL
B.O. FLOOR FRAMING EL
T.O. CONCRETE FOOTING EL = (-) 9'-3"
T.O. RIDGE RAFTER EL = +/- 25'-10 3/8" V.I.F.
T.O. RIDGE RAFTER EL = +/- 31'-10 3/8" V.I.F.
T.O. FOUNDATION WALL
8' -
0"
3"1' -
0"
9' -
1"
1' -
0"
8' -
1"
1' -
0"
9' -
1"
10
' - 1
"+
/- 6
' -
8 3
/8"
V.I.F
.
+/-
31
' - 1
0 3
/8"
V.I.F
.
9' -
3"
GROUND SLOPES AWAY FROMWALL @ 5% OR 6" PER 10'
GROUND SLOPES AWAY FROMWALL @ 5% OR 6" PER 10'
10
12
412
10
12
10
12
10
12
6126
12
2 2 2 2
6
7
12 12
19 20 20
MASONRY CHIMNEY& FIRE PLACE
2
B.O
. W
IND
OW
HE
AD
ER
7' -
0"
B.O
. W
IND
OW
HE
AD
ER
7' -
0"
B.O
. W
IND
OW
HE
AD
ER
8' -
0"
1/2" COVER BOARDS OVER BEAM
MDO PAINTED & SEALED ALL SIDES
DECORATIVE COLUMN CAP OVER 6x6 PT POSTON GALV STEEL POST ANCHOR TYP
WINDOWS & DOORSOUTSIDE CORNERSINSIDE CORNERSROOF FASCIABAND BOARD LOWERBAND BOARD UPPERGABLE FRIEZESOFFIT FRIEZEPANELINGSOFFIT
- 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
EXTERIOR TRIM PROFILES: CLEAR CEDAR OR FIBER CEMENT
1
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)- 1x3 STRAPPING @ 16" O/C- 1/2" GYPSUM BOARD (REQ FOR THERMAL BARRIER)
ASPHALT SHINGLE ROOFING
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
CLAP BOARD SIDING
1
5
A-04-2
3
A-04-1
3
A-04-12
A-04-1
6
A-04-2
6
A-04-3
2
A-04-2
3
A-04-2
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:2
6 A
M
A-01-4
ELEVATION LEFT
10-002
NE COLONIAL
Issue Date
Author
Checker
No. Description Date
1/4" = 1'-0"1
LEFT ELEVATION
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 IECCREQUIREMENT 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 LOCATEDMORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALLHAVE GUARDS NOT LESS THAN 36" IN HEIGHT.
14 DN
16 R UP
A-01-21
Rig
ht
A-01-1
A-01-4
A-01-3
1Rear
1
Le
ft
1Front
5
WALL LEGEND
NOTE:
DIMENSIONS TO EXTERIOR WALLSREFERENCE FACE OF STUD.
DIMENSIONS TO INTERIORPARTITIONS REFERENCE CENTEROF 2x4 OR 2x6 STUD.
2x4 OR 2x6 STUD WALLW/ INSULATION
2x4 OR 2x6 STUD WALLUN-INSULATED
LOAD BEARINGPARTITION
WIN
EC
OO
LER
GARAGE DOOR8-0x7-0
GARAGE DOOR8-0x7-0
48" C
OO
KTO
P
20" RAISED HEARTH
CASEWORK CASEWORK
DESK / OFFICE
LINE OFFLOOR & BEAM
ABOVE
OPEN TOABOVE
HALF HEIGHT PARTITIONW/ WALL CAP TRIM
HALF HEIGHT PARTITIONW/ WALL CAP TRIM
DECORATIVE FAUX COLUMN
DECORATIVE FAUX COLUMN
60" C
ASED
OPE
NIN
G
60" C
ASED
OPE
NIN
G
48" CASED OPENING
48" CASED OPENING2-6x7-0GLASS
2-6x7-0
2-6x
7-0
5-0x
7-0
COATCLOSET
36" CASEDOPENING
36" CASEDOPENING
36" CASEDOPENING
DBL 2-6x7-0 FRENCH POCKET
2
2
30" WALLOVEN 48" REF
WET BAR PANTRY3
3 3
44
4
6
666
7
7
7
9 9
888
12
12
16
1818
191919
19
18
20
20
44
' - 0
"
44
' - 0
"
2' -
0"
6' -
0"
16
' - 0
"5
' - 0
"6
' - 0
"5
' - 0
"4
' - 0
"
3"
R.O
.
3' -
0 1
/8"
8 1
5/1
6"
1' -
3 7
/8"
R.O
.
1' -
10
1/8
"
1' -
10
"
1' -
10
"
R.O
.
1' -
10
1/8
"1
' - 3
7/8
"
73' - 7"
5' - 0" 27' - 0" 2' - 0" 11' - 4" 2' - 0" 24' - 0"
1' - 2" R.O.3' - 0 1/8"
9 15/16"
2' - 6"
R.O.
3' - 0 1/8" 4' - 0"
R.O.
3' - 0 1/8" 5' - 4 7/8"
R.O.
5' - 7" 3' - 5 7/8" 1' - 0 1/4"OVERALL R.O.
9' - 3 1/2" 1' - 0 5/16" 2' - 7 1/2"
R.O.
8' - 4 1/2" 2' - 0"
R.O.
8' - 4 1/2" 2' - 7 1/2"
4' -
0"
15
' - 2
"2
4' -
10
"8
3/8
"
R.O
.2
' - 7
"
8 1
1/1
6"
3' -
0"
R.O
.
3' -
0 1
/8"
12
' - 9
3/4
"
R.O
.
3' -
0 1
/8"
3' -
0"
2' - 3"
73' - 7"
2' - 3" 19' - 6" 12' - 11" 33' - 11" 5' - 0"
2' - 8"
R.O.
3' - 0 1/8" 8' - 10"
R.O.
3' - 0 1/8"
1' - 11 3/4" 1' - 8 5/16"
R.O.
3' - 0 1/8"
3"
R.O.
3' - 0 1/8"
3"
R.O.
3' - 0 1/8"
1' - 8 5/16"
2' - 9"
R.O.
2' - 8 1/8"
3"
R.O.
2' - 8 1/8"
3"
R.O.
2' - 8 1/8" 7' - 10"
R.O.
3' - 0 1/8" 4' - 11 7/8"
2' -
0"
FAMILY ROOM
LIVING ROOM
DINING ROOM
KITCHEN
DINING NOOK
ENTRY FOYER
MUD ROOM
BATH 1
GARAGE
TOP OF SUB FLREL = 0'-0"
TOP OF SLAB HIGH POINTEL = (-) 1'-7"
TOP OF SLAB LOW POINTEL = (-) 1'-9"
BUILDER TO APPLY 5/8" TYPE "X" GYPSUMTO WALL & CLG. THROUGHOUT. TIGHTLYSEAL SHARED SURFACES BETWEENGARAGE & CONDITIONED SPACES.PAINT GARAGE WALLS & CEILING.WEATHER STRIP ALL DOORS LEADINGFROM GARAGE CONDITIONED SPACES.
CONC APRON AS REQPER SITE GRADE
BEAM ABOVE (AS REQ)
3-0x
7-0
STEE
L
SLAB
ON
GR
ADE
SLO
PE 2
"TO
WAR
DS
GAR
AGE
DO
OR
4
CONCRETE OR WOOD FRAMEDPLATFORM UP TO ENTRY LEVEL
1
MIN
36
"
3 R UPHEADER AS REQ(ABOVE)
4x6 POST 4x6 POST
HEADER AS REQ(ABOVE)
4x6 POST 4x6 POST
4x6 POST
4x6 POST4x6 POST
BEAM ABOVE AS REQ
LALLY COLUMN
STORAGE
BENC
H
MASONRY CHIMNEY& FIRE PLACE
D
D
4x6 POST
4x6 POST
3
WALL MOUNTEDHAND RAIL
PROPOSED LOCATION OFPRE-FAB CONC BULKHEADV.I.F. ALL DIMENSIONS & R.O.
BEAM AS REQ (ABOVE)
4x6 POST
4x6 POST
BEAM AS REQ(ABOVE)
4' -
0"
2' -
0"
1' -
0"
4' - 0"
14' - 4 3/4" 3' - 10 1/4" 8' - 7 1/4"
2' - 4 1/2"
7' - 4 1/2" 5' - 3 1/4"
3' -
10
3/4
"
15
' - 1
3/4
"6
' - 7
1/2
"
9' -
5 3
/4"
5' -
2 3
/4"
16' - 1 3/4"
19' - 4 1/4"
6x6 POST
6x6 POST
BEAM AS REQ (ABOVE)
DECORATIVE COLUMNCAP OVER 6x6 PT
POST ON GALV STEELPOST ANCHOR TYP
BEAM AS REQ(ABOVE)
BEAM AS REQ(ABOVE)
FRONT PORCH1
1
4x6 POST
LINE OFOVERHANG ABOVE
4x6 POST
BEAM AS REQ(ABOVE)
1
A-03-1
6
8
A-04-4
DECORATIVE COLUMNCAP OVER 6x6 PTPOST ON GALV STEELPOST ANCHOR TYP
BEAM AS REQ ABOVE
REAR PORCH1 6
2-6x7-0
7
R.O.
3' - 0 1/8" 3' - 9 1/2"
OFFICE
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:2
6 A
M
A-02-1
ENTRY LEVEL FLOORPLAN
10-002
NE COLONIAL
Issue Date
MY
BU, SH
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.
No. Description Date
DECKING OVER PT 2x8 JOISTS @ 16" O/C. SOFFIT MATERIAL ATUNDERSIDE OF COVERED PORCH TO BE 1x4 T&G CLEARCEDAR.
VENT AS PER MANUFACTURERS SPECIFICATIONS.
FLOOR TO FLOOR HEIGHTS WILL VARY BASED ON DEPTH OFFLOOR FRAMING AS DETERMINED BY STRUCTURALENGINEER. STAIR RISERS MUST NOT EXCEED 7 3/4", STAIRTREADS MUST NOT BE LESS THAN 10" AS PER IRC 2006.
WALL MOUNT STAIR RAIL. MAX PROJECTION MUST NOTEXCEED 4 1/2" FROM FACE OF FINISH WALL AS PER IRC 2006.
PROVIDE ACCESS HATCH INTO ATTIC SPACE.
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 LOCATEDMORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALLHAVE GUARDS NOT LESS THAN 36" IN HEIGHT.
2
3
1/4" = 1'-0"1
ENTRY LEVEL FLOOR PLAN
4
5
6
16 R DNA-01-2
1
Rig
ht
A-01-1
A-01-4
A-01-3
1Rear
1
Le
ft
1Front
2
KING BED
KING BED
KING BED
OPEN TOBELOW
36" MIN HALF HEIGHT PARTITIONW/ WALL CAP TRIM
4' -
0"
2' -
0"
16
' - 0
"1
6' -
0"
38
' - 0
"
47' - 9 1/2"
71' - 4"
5' - 0" 14' - 6 1/2" 12' - 5 1/2" 15' - 9 1/2"
38
' - 0
"
1' -
3"
R.O
.
3' -
0 1
/8"
7' -
5 3
/4"
R.O
.
3' -
0 1
/8"
1' -
3"
2' -
10
3/4
"
R.O
.
3' -
0 1
/8"
5' -
10
"
R.O
.
3' -
0 1
/8"
1' -
3"
2' - 8"
R.O.
3' - 0 1/8" 10' - 4 13/16"
R.O.
2' - 2 1/8" 7' - 10 7/8"
R.O.
2' - 2 1/8" 6' - 9 5/8"
R.O.
3' - 10 1/8" 3' - 2 3/16"
R.O.
2' - 2 1/8" 3' - 5 7/16"
2' - 6"
R.O.
3' - 0 1/8" 4' - 0"
R.O.
3' - 0 1/8"
2' - 0 1/4"
2' - 7"OVERALL R.O.
7' - 7 1/2" 2' - 3" 2' - 6" 3' - 0 1/8" 4' - 9 1/4" 3' - 0 1/8" 2' - 6"
WALL LEGEND
NOTE:
DIMENSIONS TO EXTERIOR WALLSREFERENCE FACE OF STUD.
DIMENSIONS TO INTERIORPARTITIONS REFERENCE CENTEROF 2x4 OR 2x6 STUD.
2x4 OR 2x6 STUD WALLW/ INSULATION
2x4 OR 2x6 STUD WALLUN-INSULATED
LOAD BEARINGPARTITION
BED 3BED 1
BED 2
LAUNDRY
DRYER
WASHER
BATH 2 MASTERBATH
WALK INCLOSET
WALK INCLOSET
LINENCLOSET
2 2
2 2
2
2
2
2
2
11 11
10 10 5
15
17
2-6x6-8
2-6x6-8
2-6x
6-8
2-6x
6-8
2-6x
6-8
2-6x6-8 POCKET
2-6x6-8 POCKET
2-6x
6-8
POC
KET
SOAKING TUB GLASS SHOWER ENCLOSURE
TEMPERED
TEMPERED
EGRESS
EGRESS
EGRESS
2-6x6-8
DBL
2-0
x6-8
5-8x6-8
5-8x6-8
2-6x6-8
D
D
D
D
1
BEAM AS REQ (ABOVE)
4x6 POST 4x6
POST
OPEN RAILS
HEADER AS REQ (ABOVE)HEADER AS REQ (ABOVE)
TABLEOR
SHELF
14' - 6 1/4" 7' - 0 1/2"
3' - 5 1/2" 3' - 5 1/2"
3' - 5 1/2" 7' - 0 1/2"
7' - 10 3/4"
11
' - 4
1/4
"3
' - 1
1 1
/2"
2' -
5 1
/2"
13
' - 3
3/4
"
3' -
9 1
/2"
2' -
8"
5' -
11
1/2
"
14' - 4 3/4" 12' - 5 1/2"
2' - 4 1/2"
4' - 9" 7' - 10 3/4"
7' - 3 7/8"
MASONRY CHIMNEY& FIRE PLACE
3
4
1
A-03-1
BEAM AS REQ(ABOVE)
4x6 POST
7
A-04-4
KING BED
5-0x6-8
MASTER SUITE
SITTING RM
6' - 4 1/4" 10' - 4 1/2" 6' - 4 1/4"
13
' - 4
1/4
"1
8' -
1"
R.O.
3' - 0 1/8"
10' - 0 7/16" 10' - 5 15/16"
23' - 6 1/2"
2-6x
6-8
2-6x
6-8
2-6x6-8
EGR
ESS
EGRESS
44
4
888
12
12
1818
18
2
2
2
16
' - 9
7/8
"
R.O
.
3' -
0 1
/8"
2' -
9 1
/2"
R.O
.
3' -
0 1
/8"
12
' - 4
7/1
6"
2' -
0"
40
' - 0
"
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:2
7 A
M
A-02-2
UPPER LEVELFLOOR PLAN
10-002
NE COLONIAL
Issue Date
MY
BU, SH
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.
No. Description Date
1/4" = 1'-0"1
UPPER LEVEL FLOOR PLAN
FLOOR TO FLOOR HEIGHTS WILL VARY BASED ON DEPTH OFFLOOR FRAMING AS DETERMINED BY STRUCTURALENGINEER. STAIR RISERS MUST NOT EXCEED 7 3/4", STAIRTREADS MUST NOT BE LESS THAN 10" AS PER IRC 2006.
PROVIDE ACCESS HATCH INTO ATTIC SPACE.
DRIP PAN AND FLOOR DRAIN UNDER WASHER IN LAUNDRYAREA. VENT DRYER THROUGH ADJACENT EXT WALL OR UPTHROUGH ROOF.
1 MINIMUM 3'-0" LANDING REQUIRED AT ALL ENTRY WAYS.PORCHES, BALCONIES OR RAISED FLOOR SURFACESLOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADEBELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT.
2
3
4
T.O. ENTRY LEVEL SUB FLOOR EL = 0'-0"
T.O. UPPER LEVEL SUB FLOOR EL = 10'-1"
T.O. ATTIC SUB FLOOR EL = 19'-2"
B.O. FLOOR FRAMING EL
B.O. FLOOR FRAMING EL
B.O. FLOOR FRAMING EL
T.O. CONCRETE FOOTING EL = (-) 9'-3"
T.O. RIDGE RAFTER EL = +/- 25'-10 3/8" V.I.F.
T.O. RIDGE RAFTER EL = +/- 31'-10 3/8" V.I.F.
T.O. FOUNDATION WALL
8' -
0"
3"1' -
0"
9' -
1"
1' -
0"
8' -
1"
1' -
0"
9' -
1"
10
' - 1
"+
/- 6
' -
8 3
/8"
V.I.F
.
+/-
31
' - 1
0 3
/8"
V.I.F
.
9' -
3"
GROUND SLOPES AWAY FROMWALL @ 5% OR 6" PER 10'
GROUND SLOPES AWAY FROMWALL @ 5% OR 6" PER 10'
10
12
10
12
PROVIDE 2x6 COLLARTIES IN UPPER THIRDPORTION OF ROOF GABLE
1/2" GYPSUM REQ IN OCCUPIED ATTICAS THERMAL BARRIER FOR SPRAYFOAM INSULATION IN RAFTERS
3/4" T&G SHEATHINGOVER 11 1/4" FLOOR TRUSSES@ 16" O/C (OR AS REQ)
3/4" T&G SHEATHINGOVER 11 1/4" FLOOR TRUSSES@ 16" O/C (OR AS REQ)
3/4" T&G SHEATHINGOVER 11 1/4" FLOOR TRUSSES
@ 16" O/C (OR AS REQ)
HALF HEIGHT PARTITION
MIN
3' -
0"
OPEN RAILS AROUNDBALCONY & ON STAIRMIN 36" HIGH
2
16 R UP
14 R UP4" CONCRETE SLAB ON GRADE
3' -
9 3
/8"
6' -
3 5
/8"
2' -
6 9
/16
"6
' - 4
7/1
6"
20' - 0" 10' - 4 1/2" 5' - 7 1/2"
16' - 0" 11' - 1" 6' - 11"
PROVIDE INSULATIONIN FLOOR CAVITY ABOVEOUTSIDE AIR
2
1
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)- 1x3 STRAPPING @ 16" O/C- 1/2" GYPSUM BOARD (REQ FOR THERMAL BARRIER)
ASPHALT SHINGLE ROOFING
53
3
4
8'-6 1/2"
6'-9 1/2"
CONC FOOTING BELOW FROST DEPTH
CONC FOUNDATION WALL AS REQ
CONC FOOTING BELOW FROST DEPTH
CONC FOUNDATION WALL AS REQ
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
CLAP BOARD SIDING
1
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:2
8 A
M
A-03-1
BUILDING SECTIONS
10-002
NE COLONIAL
Issue Date
MY
BU, SH
No. Description Date
1 DEPTH OF SPRAY FOAM INSULATION TO MEET 2006 IECCREQUIREMENT 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 LOCATEDMORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALLHAVE GUARDS NOT LESS THAN 36" IN HEIGHT.
1/4" = 1'-0"1
SECTION 1
DECKING OVER PT 2x8 JOISTS @ 16" O/C. SOFFIT MATERIAL ATUNDERSIDE OF COVERED PORCH TO BE 1x4 T&G CLEARCEDAR.
FLOOR TO FLOOR HEIGHTS WILL VARY BASED ON DEPTH OFFLOOR FRAMING AS DETERMINED BY STRUCTURALENGINEER. STAIR RISERS MUST NOT EXCEED 7 3/4", STAIRTREADS MUST NOT BE LESS THAN 10" AS PER IRC 2006.
WALL MOUNT STAIR RAIL. MAX PROJECTION MUST NOTEXCEED 4 1/2" FROM FACE OF FINISH WALL AS PER IRC 2006.
3
4
5
BCB OPEN WEB TRUSSES(SIZE & SPACING AS REQ)
3/4" T&G SUB FLOOR
FINISH FLOOR
BASE BOARD
2x_ RIM JOIST AS REQ
1/2LB SPF (OPEN CELL) CAVITY INSULATIONCONT 2x6 TOP PLATE
4
12
MIN
ATTIC FLOOR JOISTS(SIZE & SPACING AS REQ)
3/4" T&G SUB FLOOR2x3 KNEE WALL
1/2" GYPSUM REQ IN OCCUPIED ATTICAS THERMAL BARRIER FOR SPRAYFOAM INSULATION IN RAFTERS
1x3 STRAPPING @ 16" O/C
1/2LB SPF (OPEN CELL) INSULATION
CONT 2x6 BASE PLATE
1/2LB SPF (OPEN CELL) CAVITY INSULATIONCONT 2x6 TOP PLATE
1/2" GYPSUM ON WALL & CEILINGW/ VAPOR SEMI-PERMEABLE LATEX PAINT
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) -
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 -
1x_ PAINTED WOOD SOFFIT
1x6 FIBER CEMENT TRIM BOARD
1x4 FIBER CEMENT TRIM BOARD
EXTRUDED GUTTER PROFILE W/ TIES
DRIP EDGE FLASHING W/ CLEAT
CROWN MOLDING OVER 1x6TRIM NOTCHED TO RECEIVE SIDING
2x_ ATTIC FLOOR RIM JOIST
CONC FOUNDATION WALLAS REQ
CONCRETE SLAB ON GRADECOARSE GRAVEL
FILTER FABRIC
4" PERFORATED DRAIN PIPETIE INTO DRY WELL
CONCRETE FOOTING BELOWFROST DEPTH
DAMPPROOFING
GRANULAR BACK FILL
GROUND SLOPESAWAY FROM WALL@ 5% OR 6" PER 10'
CAPILLARY BREAK OVER FOOTING(DAMPPROOFING OR MEMBRANE)
IMPERMEABLE BACK FILL
12" M
IN
BCB OPEN WEB TRUSSES(SIZE & SPACING AS REQ)
3/4" T&G SUB FLOOR
FINISH FLOOR
BASE BOARD
PT SILL PLATE AS REQ
2x_ RIM JOIST AS REQ
ANCHOR BOLTS AS REQ PERSTRUCTURAL ENGINEER
COARSE GRAVEL
2x3 STUDS HELD OFF FACEOF CONC WALL BY 1"
2x3 PT STUD WALL W/ 1/2LBSPF (OPEN CELL) INSULATION
2x3 PT TOP & BOTTOM PLATE
1/2LB SPF (OPEN CELL) CAVITY INSULATION
CONT SILL GASKET & SEALANT
SEALANT OVER 1" XPS RIGID INSULATIONAS BOND BREAK MATERIAL & THERMAL BREAK
2" XPS RIGID INSULATION(UNDER ENTIRE SLAB)
SPRAY APPLIED IGNITION BARRIER
CORRUGATED SPACER MESH REQ INSECTMESH @ TOP & BOTTOM OF WALL TYPICAL
1/2" GYPSUM BOARD ON WALL & CEILING W/VAPOR SEMI-PERMEABLE LATEX PAINT
1/2" NON-PAPER FACED GYPSUMBOARD ON WALL & CEILING W/ VAPORSEMI-PERMEABLE LATEX PAINT
CONT SEALANT
CONT SEALANT
BCB OPEN WEB TRUSSES(SIZE & SPACING AS REQ)
5/8" SHEATHING
SEALANT ADHESIVE OVER FLASHING
ASPHALT SHINGLE ROOFING
6" TO 12"
1x8 FIBER CEMENT TRIM BOARD
2x10 LADDER FRAME RAFTERS
1x_ PAINTED WOOD SOFFIT
1x4 PAINTED WOOD TRIM
BUILDING PAPER OR HOUSE WRAPDRAINAGE PLANE
5/16" FIBER CEMENT CLAP BOARD SIDING(4 1/4" EXPOSURE)
1x6 FIBER CEMENT TRIM BOARD
ROOFING PAPER (30lb FELT OR EQUIVALENT)
DRIP EDGE FLASHING
CLEAT
TREATED WOOD NAILER
CORRUGATED SPACER MESH
1/2" SHEATHING
FULLY-ADHERED MEMBRANE WATERPROOFING
ROOFING PAPER (30lb FELT OR EQUIVALENT)
ASPHALT SHINGLE RIDGE CAP
5/8" SHEATHING
4
12
RIDGE VENT &INSECT SCREEN
2x12 RIDGE RAFTER
ASPHALT SHINGLES
2x10 RAFTERS @ 24" O/C
SPRAY FOAM INSULATION
MIN
12" M
IN
BCB OPEN WEB TRUSSES(SIZE & SPACING AS REQ)
PT SILL PLATE AS REQ
2x_ RIM JOIST AS REQ
SILL GASKET
CONC FOUNDATION WALLAS REQ
CONT POLYETHYLENE VAPOR BARRIER/AIRBARRIER (ALL JOINTS TAPED). FOLD UP ONTOFOUNDATION WALL AND SECURE W/ PT NAILER
SPRAY APPLIED IGNITION BARRIER
SPRAY FOAM INSULATION
COARSE GRAVEL
FILTER FABRIC
4" PERFORATED DRAIN PIPETIE INTO DRY WELL
CONC. FOOTING BELOWFROST DEPTH
DAMPPROOFING
GRANULAR BACK FILL
GROUND SLOPES AWAY FROMWALL @ 5% OR 6" PER 10'
CAPILLARY BREAK OVER FOOTING(DAMPPROOFING OR MEMBRANE)
ANCHOR BOLTS AS REQ PERSTRUCTURAL ENGINEER
3/4" T&G SUB FLOOR
FINISH FLOOR
BASE BOARD
IMPERMEABLE BACK FILL
12" M
IN
CONC. FOOTING BELOWFROST DEPTH
GRANULAR BACK FILL
GROUND SLOPES AWAY FROMWALL @ 5% OR 6" PER 10'
CONC FOUNDATION WALLAS REQ2" XPS RIGID INSULATION
2" XPS RIGID INSULATION(UNDER ENTIRE SLAB)
GRANULAR CAPILLARY BREAK &DRAINAGE PAD (NO FINES)
1" RIGID INSULATION AS THERMAL BREAK
ANCHOR BOLTS AS REQ PERSTRUCTURAL ENGINEER
PT SILL PLATE AS REQ(OMIT SILL AT ENTRY DOORS)
CONT SILL GASKET & SEALANT
CONC SLAB ON GRADE AS REQ.
BASE BOARD
RADIANT HEATING TUBES IN SLAB (OPTIONAL)
FINISH FLOOR
VENT STACK
4" GRANULAR CAPILLARY BREAK& DRAINAGE PAD NO FINES
VENT THROUGH ROOF
2" EPS RIGID INSULATION AS REQ
CONC. SLAB AS REQ
PERFORATED DRAIN PIPE ADDEDTO "T" TO COUPLE SUB-SLAB
PRESSURE FIELD TO VENT STACK
SEALANT AT ALLSLAB PENETRATIONS
ONE VENT FOR EACH PORTION OF FOUNDATION
IN EPA ZONE 1 RADON AREAS, INSTALL RADON RESISTANT FEATURES BELOWTHE SLAB. EPA RADON MAP BY COUNTY IS AVAILABLE AT:
http://www.epa.gov/radon/zonemap.html
7 1/
4"
EXTERIOR
INTERIOR
2x4 STAGGERED STUDS(SPACING AS REQ)
SHEATHING AS REQ
SPRAY FOAM INSULATION
1/2" GYPSUM BOARD(WALLS & CEILING)
2x8 TOP & BOTTOM PLATE
THIS DETAIL IS TO BEUSED WHEN OPTIMAL
INSULATING PERFORMANCEIS REQUIRED
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
As indicated
9/2
4/2
00
9 1
0:3
3:3
0 A
M
A-04-1
DETAILS 1
10-002
NE COLONIAL
Issue Date
MY
BU, SH
No. Description Date
1" = 1'-0"1
TYPICAL WALL SECTION
3" = 1'-0"2
ASPHALT SHINGLE ROOFING - RAKE 3" = 1'-0"
3ASPHALT SHINGLE ROOFING - RIDGE
1" = 1'-0"4
FOUNDATION - CRAWL SPACE -CONDITIONED
1" = 1'-0"5
FOUNDATION - SLAB ON GRADE
1" = 1'-0"6
RADON DE-PRESSURIZATION DETAIL 3" = 1'-0"
7
STAGGERED EXT STUD WALL(OPTIONAL)
1 2
3 4
5 6
7 8
STEP 1:WOOD FRAME WALL WITHSHEATHING AND HOUSE WRAP
STEP 2:MODIFIED "I" CUT IN HOUSE WRAP
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
STEP 5:INSTALL WINDOW PLUMB, LEVEL ANDSQUARE PER MANUFACTURER'SINSTRUCTIONS
STEP 6:INSTALL JAMB FLASHING FIRST THENHEAD FLASHING
STEP 7:FOLD DOWN HOUSEWRAP AT HEAD
STEP 8:APPLY CORNER PATCHES AT HEAD
WINDOW FRAME PROFILE ISSIMILAR FOR FIXED UNITS
1/8
"
1/2"GYPSUM BOARD, FINISHW/ SEMIPERMEABLE LATEX PAINT
2" EPS RIGID INSULATION @INSIDE FACE OF HEADER
STRUCTURAL HEADER(SIZE AS REQ PER R.O.)
WINDOW UNIT AS PER PLANS
1/2"GYPSUM BOARD, FINISHW/ SEMIPERMEABLE LATEX PAINT
SINGLE OR DBL 2x6 SILL PLATE (AS REQ)
2x6 STUD WALL W/ SPRAY FOAMCAVITY INSULATION
BUILDING PAPER OR HOUSE WRAPDRAINAGE PLANE TO LAP OVER
ADHESIVE MEMBRANE TAPE & FLASHING
ALUM FLASHING W/ DRIPEDGE. FASTEN TO FACE OF WALL W/ADHESIVE MEMBRANE TAPE. APPLY
SEALANT BEAD UNDER BOTH FLANGES.
ADHESIVE MEMBRANE FLASHING TO LAPOVER NAIL FIN & ONTO WIN FRAME
1x4 FIBER CEMENT TRIM BOARD
SEALANT BEAD UNDER NAIL FIN
BUILDING PAPER OR HOUSE WRAPDRAINAGE PLANE TO LAP ONTO
SILL AND UNDER SILL GUARD
SILL GUARD W/ SEALANT BEAD
1/2"SHEATHING
1x4 FIBER CEMENT TRIM BOARD
CORRUGATED SPACER MESH
5/16" FIBER CEMENT CLAP BOARD SIDING
1x4 INTERIOR WOOD TRIM
1x_ INTERIOR WOOD TRIMJAMB EXTENDER RIP TO FIT
1x_ INTERIOR WOOD TRIMSILL RIP TO FIT
1x4 INTERIOR WOOD TRIM
SHIM SPACE
SEALANT
1/4
"
PROVIDE PT BLOCKING
1/4"
1/2"GYPSUM BOARD, FINISHW/ SEMIPERMEABLE LATEX PAINT 1x4 INTERIOR WOOD TRIM
1x_ INTERIOR WOOD TRIMJAMB EXTENDER RIP TO FIT
1x_ INTERIOR WOOD TRIMSILL RIP TO FIT
WINDOW UNIT AS PER PLANS
2x6 STUD WALL W/ SPRAY FOAMCAVITY INSULATION
BUILDING PAPER OR HOUSE WRAPDRAINAGE PLANE TO LAP INTO JAMB
1/2"SHEATHING
ADHESIVE MEMBRANE TO LAP ONTO WIN NAIL FIN 1x4 FIBER CEMENT TRIM BOARD
SEALANT
SEALANT BEAD UNDERWIN NAIL FIN (TYP)
WINDOW FRAME PROFILE ISSIMILAR FOR FIXED UNITS
CORRUGATED SPACER MESH
5/16" FIBER CEMENT CLAP BOARD SIDING
FIBER CEMENT CORNER BOARDS
CORRUGATED SPACER MESHBEHIND CORNER BOARDSAND CLAP BOARD SIDING
1/2" SHEATHING
S.S. OR GLAV STAPLES
OVER LAP SHEATHING & BUILDINGPAPER 3/4" OVER EDGE OF
FOUNDATION WALL
PT OR CLAP BOARD NAILERBEHIND BOTTOM COURSE
5/16" FIBER CEMENT CLAP BOARD SIDING
BUILDING PAPER OR HOUSE WRAPDRAINAGE W/ MIN 6" OVERLAP AT JOINTS
1/2" GYPSUM BOARD (WALL & CEILING)
1/2" SHEATHING
INSULATED WALL SYSTEM
SEALANT @ BUT JOINT
SEALANT TAPE AT CORNERS
SEALANT TAPE@ CORNERS
BUILDING PAPER OR HOUSE WRAPDRAINAGE W/ MIN 6" OVERLAP AT JOINTS
CORNER BOARDS AS PERELEVATIONS
SEALANTCORRUGATED SPACER MESH
SEALANT
1x1 CLEARCEDAR TRIM
5/16" FIBER CEMENT CLAP BOARD SIDING
BUILDING PAPER OR HOUSE WRAPDRAINAGE W/ MIN 6" OVERLAP AT JOINTS
1/2" SHEATHING
INSULATED OR UNINSULATED WALL SYSTEM
SILL GASKET TYP BETWEEN TREATEDWOOD & CONCRETE
PT SILL PLATE AS REQ
CORRUGATED SPACER MESH
3/4
"
PT OR CEDAR NAILERBEHIND BOTTOM COURSE
5/16" FIBER CEMENT CLAP BOARD SIDING
1x8 LOWER BAND BOARD W/ 2x2 CANTED TOP
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
As indicated
9/2
4/2
00
9 1
0:3
3:3
3 A
M
A-04-2
DETAILS 2
10-002
NE COLONIAL
Issue Date
MY
BU, SH
No. Description Date
1" = 1'-0"1
SUGGESTED WINDOW INSTALLATION(TYPICAL)
3" = 1'-0"2
WINDOW - ANDERSON CLAD - DBL HUNG- HEAD/SILL DETAIL
3" = 1'-0"3
WINDOW - ANDERSON CLAD - DBL HUNG- JAMB DETAIL
1" = 1'-0"4
CLAP BOARD SIDING - DRAIN SCREEN -ISOMETRIC DETAIL 1
3" = 1'-0"5
CLAP BOARD SIDING - DRAIN SCREEN -CORNER DETAIL
3" = 1'-0"6
CLAP BOARD SIDING - DRAIN SCREEN -BOTTOM OF WALL DETAIL
BUILDING PAPER OR HOUSE WRAPDRAINAGE PLANE TO LAP OVER FLASHING
1/2"1/8" 0"
- 7
"
T.O. ENTRY LEVEL SUB FLOOR
ADHESIVE MEMBRANE UNDER LEDGER
2x10 PT LEDGER
1/4" PLASTIC SPACER
DBL 3/8" HDG LAG BOLTS &WASHERS @ 32" O/C
FLASHING FASTEN TO FACE OF WALLW/ ADHESIVE SEALANT TAPE
RIM JOIST AS PER PLANS
PT SILL PLATE AS REQ
SILL GASKET
3/4
"
FSC CERTIFIED TROPICAL HARDWOODPT WOOD OR COMPOSITE DECKING
JOIST HANGER BEYOND
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 -
BUILDING PAPER OR HOUSE WRAPDRAINAGE PLANE TO LAP OVER FLASHING
1/2"1/8" 0"
- 7
"
T.O. ENTRY LEVEL SUB FLOOR
ADHESIVE MEMBRANE UNDER LEDGER
2x10 PT LEDGER
1/4" PLASTIC SPACER
DBL 3/8" HDG LAG BOLTS &WASHERS @ 32" O/C
FLASHING FASTEN TO FACE OF WALLW/ ADHESIVE SEALANT TAPE
RIM JOIST AS PER PLANS
PT SILL PLATE AS REQ
SILL GASKET
3/4
"
FSC CERTIFIED TROPICAL HARDWOODPT WOOD OR COMPOSITE DECKING
JOIST HANGER BEYOND
DOOR UNIT AS PER PLANS
1/2" CLEAR CEDAR TRIM BOARD
12" DIA CONC SUPPORT W/ FOOTINGBELOW FROST DEPTH AS REQ
GALV STEEL POST ANCHOR W/ BOLT
4x4 PT POST
3 1/2"x7 3/8" PT LAM BEAM
CONT 2x8 PT HEADER
DBL 3/8" DIA HDG STEEL LAG BOLTSAND WASHERS (2 PER POST)
4x4 PT RAIL POST @ 4' O/C MAX
2x2 PT RAIL BALUSTERS @ 4 1/2" O/C MAX
2x6 PT CONT TOP RAIL CANTED TO DRAIN(MIN 3'-0" ABOVE DECK SURFACE)
3"
MA
X
FSC CERTIFIED TROPICAL HARDWOODPT WOOD OR COMPOSITE DECKING
1/2" FASCIA TRIM BOARD
FINISH FLOOR MATERIAL OVERSUB FLOOR SHEATHING
2x4 BLOCKING
2x12 NOTCHED STRINGERSMAX 19.2" O/C
1" MIN
OUTSIDE FACE OF GYPSUM ON2x_ INTERIOR PARTITION
3/4" PLY SHEATHING
FINISH FLOOR MATERIAL
SOLID WOOD NOSING
1/2" PLY SHEATHING W/FINISHED WOOD VENEER
FLOOR FRAMING AS REQ
DBL 2x_ HEADER AS REQ
10" MIN
7 3/
4" M
AX
2x4 BLOCKING
2x3 NAILER FOR GYPSUM BOARDIF UNDERSIDE OF STAIR IS TO BE FINISHED
1/2" GYPSUM BOARD
OUTSIDE FACE OF GYPSUM ON2x_ INTERIOR PARTITION
STAIR BEYOND IF DOUBLE FLIGHT
2x_ FRAMED WALL REQ @ BOTHEND STRINGERS
BLOCKING
2x12 NOTCHED OUTSIDE STRINGERSMUST BE NAILED CONT AT2x_ FRAMED WALL
MIN 1" THICK FINISHEDWOOD FACE STRINGER
1/2" GYPSUM BOARD(TERMINATES AT FACE STRINGER)
3/4" PLY SHEATHING
FINISH FLOOR MATERIAL
SOLID WOOD NOSING
2x12 NOTCHED STRINGERSMAX 19.2" O/C
2x12 NOTCHED OUTSIDE STRINGERSMUST BE NAILED CONT AT
2x_ FRAMED WALL
1/2" GYPSUM BOARD IF UNDERSIDEOF STAIR IS TO BE FINISHED
MIN 1" THICK FINISHEDWOOD FACE STRINGER
STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH ATALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHERSIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OFTHE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN31.5" WHERE HANDRAIL IS ON ONE SIDE AND 27" WHEREHANDRAILS ARE PROVIDED ON BOTH SIDES. STAIR RISERSMUST NOT EXCEED 7 3/4", STAIR TREADS MUST NOT BE LESSTHAN 10" AS PER IRC 2009.
FINISH FLOOR MATERIAL OVERSUB FLOOR SHEATHING
2x4 BLOCKING
2x12 NOTCHED STRINGERSMAX 19.2" O/C
OUTSIDE FACE OF GYPSUM ON2x_ INTERIOR PARTITION
1"x11 1/4" SOLID WOOD TREAD
SOLID WOOD NOSING
1/2" SOLID WOOD RISER
FLOOR FRAMING AS REQ
DBL 2x_ HEADER AS REQ
7 3/
4" M
AX
2x4 BLOCKING
2x3 NAILER FOR GYPSUM BOARDIF UNDERSIDE OF STAIR IS TO BE FINISHED
1/2" GYPSUM BOARD
OUTSIDE FACE OF GYPSUM ON2x_ INTERIOR PARTITION
STAIR BEYOND IF DOUBLE FLIGHT
2x_ FRAMED WALL REQ @ BOTHEND STRINGERS
BLOCKING
2x12 NOTCHED OUTSIDE STRINGERMUST BE NAILED CONT AT2x_ FRAMED WALL
MIN 1" THICK FINISHEDWOOD FACE STRINGER
1/2" GYPSUM BOARD(TERMINATES AT FACE STRINGER)
1"x11 1/4" SOLID HARD WOOD STAIR TREAD
BASE MOUNTED POSTFOR STAIR RAIL
2x12 NOTCHED STRINGERS MAX 19.2" O/C
1" THICK FINISHED WOODFACE TRIM MITER AT CORNERS
TO STAIR RISER
1/2" GYPSUM BOARD IF UNDERSIDEOF STAIR IS TO BE FINISHED
DBL 2x_ TOP PLATE ONBEARING WALL FOR DBL 2x12
NOTCHED STAIR END STRINGERS
FINISH FLOOR MATERIAL OVERSUB FLOOR SHEATHING 10" MIN
MIN 1" THICK FINISHEDWOOD FACE STRINGER
STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH ATALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHERSIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OFTHE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN31.5" WHERE HANDRAIL IS ON ONE SIDE AND 27" WHEREHANDRAILS ARE PROVIDED ON BOTH SIDES. STAIR RISERSMUST NOT EXCEED 7 3/4", STAIR TREADS MUST NOT BE LESSTHAN 10" AS PER IRC 2009.
PT 2x12 NOTCHED STRINGERS
PAINT ON WOOD PRESERVATIVE@ ALL CUTS
2 1/2" WOOD SCREWS
PT 2x4 BRACING NAILED TO STRINGER
DECK STAIR TREAD. MATERIAL TO BEPT 1x_, COMPOSITE DECKING, PT OR FSCCERTIFIED TROPICAL HARDWOOD.
1/2" DIA x 6" BOLTS EPOXIEDINTO SLAB
PT 2x4 KICK BOARD OVER 4" CONCSLAB
PT 2x4 NAILER
DBL PT 2x_ HEADER
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
As indicated
9/2
4/2
00
9 1
0:3
3:3
5 A
M
A-04-3
DETAILS 3
10-002
NE COLONIAL
Issue Date
MY
BU, SH
No. Description Date
3" = 1'-0"1
DECK LEDGER @ WALL - BCB TRUSSFLOOR
3" = 1'-0"2
DECK LEDGER @ DOOR - BCB TRUSSFLOOR
1" = 1'-0"3
DECK EDGE W/ RAIL
1" = 1'-0"5
INTERIOR STAIR - SECTION DETAIL 1" = 1'-0"
4INTERIOR STAIR - SECTION DETAIL
1" = 1'-0"6
DECK STAIR - ISOMETRIC DETAIL
1/4
"
5/8" "TYPE X" GYPSUM BOARD(TYP. TO GARAGE & MECH. SPACES)
GARAGE DOOR HEADER BEAM AS REQ
2x4 OR 2x6 STEM WALLOR BLOCKING AS REQ
GARAGE DOOR, STOP& TRACK BY BLDR.
CONT. WEATHER STRIPPING
ADHESIVE MEMBRANE(LAP INTO GARAGE DOOR HEAD)
FLASHINGSEALANT
SEALANT
1x6 CLEAR CEDAR TRIM (RIP TO FIT)
1x3 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 -
EDGE OF FOUNDATION WALL BELOW
GARAGE DOOR, STOP& TRACK BY BLDR.
CONT. WEATHER STRIPPING
SEALANT
1x4 CLEAR CEDAR TRIM
5/8" "TYPE X" GYPSUM BOARD(TYP. TO GARAGE & MECH. SPACES)
POST OR COLUMN AS REQ
ADHESIVE MEMBRANE(LAP INTO GARAGE DOOR JAMB)
1x6 CLEAR CEDAR TRIM (RIP TO FIT)
1/4"
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
CONC. SLAB
POLYETHYLENE VAPOR BARRIER
GRANULAR CAPILLARY BREAK ANDDRAINAGE PAD (NO FINES)
CONC. APRON
DRIVE WAY SLAB(USE WHITE CONC. OR OPEN PAVERS)
GRANULAR CAPILLARY BREAK ANDDRAINAGE PAD (NO FINES)
GARAGE DOOR JAMB (BEYOND)
FOUNDATION WALL AS REQ. UNDISTURBED COMPACTED SOIL
EXPANSION JOINT
SLAB SLOPES 2" TOGARAGE DOOR
GARAGE DOOR
CONT. WEATHER STRIPPING
6" +
12" M
IN
SLAB SLOPES 2" TOGARAGE DOOR
WATER STOP
UNDISTURBED COMPACTED SOIL
CONC. SLAB
SEALANT & BACKER ROD @ EXPANSION JOINT
POLYETHYLENE VAPOR BARRIER
GRANULAR CAPILLARY BREAK ANDDRAINAGE PAD (NO FINES)
5/8" "TYPE X" GYPSUM BOARD(TYP. TO GARAGE & MECH. SPACES)
SILL GASKET
FOUNDATION WALL AS REQ.
GROUND SLOPES AWAY FROMWALL @ 5% OR 6" PER 10'
ANCHOR BOLTS AS REQ PERSTRUCTURAL ENGINEER
PT SILL PLATE AS REQ
2x4 OR 2x6 WALL AS REQ
IMPERMEABLE BACK FILL
2x_ INTERIOR PARTITION
1/2" GYPSUM BOARD ON WALLS & CEILING
CROWN MOLDING
2x_ BASE PLATE
3/4" T&G SHEATHING
FINISH FLOOR MATERIAL
3/4"x3 1/2" WOOD TRIM(PROVIDE 1/8" ROUT BEHIND TRIM FOREASE OF INSTALLATION)
BASE CAP MOLDING (SEPARATE)
BASE SHOE MOLDING (SEPARATE)
2x_ INTERIOR PARTITION
1/2" GYPSUM BOARD ON WALLS & CEILING
2x_ TOP PLATE
WOOD CASING
INTERIOR SWING DOOR SLAB
WOOD DOOR FRAME DOUBLE RABBET
HEADER AS REQ
SHIM SPACE
SIMILAR FOR JAMB DETAIL
1/4
"
2x_ INTERIOR PARTITION
1/2" GYPSUM BOARD ON WALLS & CEILING
2x8 WOOD CAP PLATE W/1/4" DIA ROUNDED CORNERS
PROVIDE 1/4" ROUT AT BOTTOM OFCAP PLATE TO RECEIVE GYPSUM
WOOD MOLDING
6" +
SLAB SLOPES 2" TOGARAGE DOOR
WATER STOP
UNDISTURBED COMPACTED SOIL
CONC. SLAB
SEALANT & BACKER ROD @ EXPANSION JOINT
POLYETHYLENE VAPOR BARRIER
GRANULAR CAPILLARY BREAK ANDDRAINAGE PAD (NO FINES)
5/8" "TYPE X" GYPSUM BOARD(TYP. TO GARAGE & MECH. SPACES)
SILL GASKET
2x6 WALL W/ SPRAY FOAM INSULATION
1/2" SHEATHING
GARAGE
CONDITIONED SPACE
BCB OPEN WEB TRUSSES(SIZE & SPACING AS REQ)
3/4" T&G SUB FLOOR
FINISH FLOOR
BASE BOARD
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
As indicated
9/2
4/2
00
9 1
0:3
3:3
7 A
M
A-04-4
DETAILS 4
10-002
NE COLONIAL
Issue Date
Author
Checker
No. Description Date
3" = 1'-0"1
GARAGE DOOR HEAD 3" = 1'-0"
2GARAGE DOOR JAMB
1" = 1'-0"3
GARAGE DOOR SILL
1" = 1'-0"4
GARAGE WALL @ OUTSIDE AIR -VERTICAL WALL SECTION
3" = 1'-0"5
INTERIOR TRIM - BASE BOARD &CORNICE
3" = 1'-0"6
INTERIOR TRIM - DOOR HEAD & JAMB 3" = 1'-0"
7INTERIOR TRIM - PARTITION WALL CAP
1" = 1'-0"8
GARAGE WALL @ CONDITIONED SPACE -VERTICAL WALL SECTION
14 UP
A-01-21
Rig
ht
A-01-1
A-01-4
A-01-3
1Rear
1
Le
ft
1Front
WALL LEGEND
POURED CONCRETE FOUNDATION WALL
NOTE:
DIMENSIONS ON THIS PAGEREFERENCE OUTSIDE FACES OFCONCRETE FOUNDATION WALLSAND PT SILL PLATES ABOVE WHERETHEY OCCUR BASED ON ENTRYLEVEL FLOOR FRAMING PLAN.
12" DIA CONC SUPPORTW/ FOOTING BELOWFROST DEPTH TYP (OR AS REQ)
CONC FOUNDATION WALL AS REQFOOTING AS REQ BELOW FROST DEPTH
CONC FOUNDATIONWALL AS REQ
FOOTING AS REQ BELOWFROST DEPTH
TOP OF FND WALLEL = (-) 1'-3" TYP
73' - 7"
73' - 7"
44
' - 0
"
44
' - 0
"
2' - 3" 19' - 6" 12' - 11" 33' - 11" 5' - 0"
4' -
0"
15
' - 2
"2
4' -
10
"
2' - 3" 5' - 0" 27' - 0" 2' - 0" 11' - 4" 2' - 0" 24' - 0"
2' -
0"
6' -
0"
16
' - 0
"5
' - 0
"6
' - 0
"5
' - 0
"4
' - 0
"
PROPOSED LOCATION OFPRE-FAB CONC BULKHEADV.I.F. ALL DIMENSIONS & R.O.
CONC STEP FOOTING BELOWFROST DEPTH
CONC STEP FOOTING BELOWFROST DEPTH
12' - 8 3/4" 2' - 1 1/2" 12' - 5 1/2" 2' - 1 1/2" 13' - 8 3/4"
CL
16
' - 2
3/4
"1
5' -
9 1
/4"
BEAM AS REQ(ABOVE)CL CLFOOTING BELOW SLAB
AS REQ TYP
5 1/2" LALLYCOLUMN TYP
FOOTING BELOW SLABAS REQ TYP
5 1/2" LALLYCOLUMN TYP
BEAM AS REQ(ABOVE)
CL CL CL
CL
5' -
9 1
/4"
7' - 3 3/8" 7' - 3 3/8" 12' - 2 1/2"
2 3/4"
2 3
/4"
3' - 9 1/4"
3' -
9 1
/4"
2 3
/4"
12" DIA CONC SUPPORTW/ FOOTING BELOWFROST DEPTH TYP (OR AS REQ)
V.I.F.
14' - 9 1/4"
V.I.F.
3' - 11 3/4"
V.I.F.
3' - 4"
V.I.F.
21' - 1"
1
2
WALL MOUNTEDHAND RAIL
BEAM AS REQ(ABOVE)
FRAME WALL FLUSH TO UNDERSIDEOF BEAM (THIS WALL ONLY)
CL
6"x10 1/2" BEAM POCKET 6"x10 1/2" BEAM POCKET
CO
NC
FO
UN
DAT
ION
WAL
L AS
REQ
FOO
TIN
G A
S R
EQ B
ELO
W F
RO
ST D
EPTH
2' - 7 1/2" 8' - 4 1/2" 2' - 0" 8' - 4 1/2" 2' - 7 1/2"
TOP OF FND WALLEL = (-) 1'-3" TYP
TOP OF FND WALLEL = (-) 1'-3" TYP
TOP OF FND WALLEL = (-) 1'-10"
GARAGE SLAB ON GRADE- 4" CONC SLAB ON GRADE W/ REINFORCING AS REQ- POLYETHYLENE VAPOR BARRIER- GRANULAR CAPILLARY BREAK AND DRAINAGE PAD (NO FINES)- UNDISTURBED COMPACTED SOIL
BASEMENT SLAB ON GRADE- 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
CL FOOTING BELOWGARAGE SLAB AS REQ
3 1/2" LALLYCOLUMN TYP
11' - 2" 12' - 0"
12
' - 1
0"
12
' - 0
"
1
A-03-1
BEAM AS REQ(ABOVE)
FRAME THESE WALLS FLUSH TOUNDERSIDE OF FLOOR SHEATHING ABOVE
PROPOSED MECHANICAL ZONE
PROPOSED LOCATIONFOR BASEMENT WINDOWV.I.F. ALL DIMENSIONS & R.O.
PROPOSED LOCATIONFOR BASEMENT WINDOWV.I.F. ALL DIMENSIONS & R.O.
PROPOSED LOCATIONFOR BASEMENT WINDOWV.I.F. ALL DIMENSIONS & R.O.
PROPOSED LOCATIONFOR BASEMENT WINDOWV.I.F. ALL DIMENSIONS & R.O.
12" DIA CONC SUPPORTW/ FOOTING BELOWFROST DEPTH TYP (OR AS REQ)
4' - 9 1/4"
6' -
11
1/4
"8
' - 0
"
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:3
8 A
M
A-05-1
FOUNDATION PLAN
10-002
NE COLONIAL
Issue Date
MY
BU, SH
BASEMENTS / CRAWL SPACES / SLABS:THE BUILDER ASSUMES ALL RESPONSIBILITIES FOR PROVIDINGACCESS FOR DUCT AND PLUMBING CHASES BELOW CONCRETESLABS AND THROUGH FOUNDATION WALLS AS REQUIRED. IT ISALSO THE RESPONSIBILITY OF THE BUILDER TO PROVIDEADEQUATE LIGHT AND VENTILATION FOR BASEMENTS AND ORCRAWL SPACES AS REQUIRED BY LOCAL CODES.
No. Description Date
1/4" = 1'-0"1
FOUNDATION PLAN
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.
FLOOR TO FLOOR HEIGHTS WILL VARY BASED ON DEPTH OFFLOOR FRAMING AS DETERMINED BY STRUCTURALENGINEER. STAIR RISERS MUST NOT EXCEED 7 3/4", STAIRTREADS MUST NOT BE LESS THAN 10" AS PER IRC 2006.
WALL MOUNT STAIR RAIL. MAX PROJECTION MUST NOTEXCEED 4 1/2" FROM FACE OF FINISH WALL AS PER IRC 2006.
1
2
D
D D
14 UP
A-01-21
Rig
ht
A-01-1
A-01-4
A-01-3
1Rear
1
Le
ft
1Front
73' - 7"
73' - 7"
44
' - 0
"
44
' - 0
"
2' - 3" 19' - 6" 12' - 11" 33' - 11" 5' - 0"
4' -
0"
15
' - 2
"2
4' -
10
"
2' - 3" 5' - 0" 27' - 0" 2' - 0" 11' - 4" 2' - 0" 24' - 0"
2' -
0"
6' -
0"
16
' - 0
"5
' - 0
"6
' - 0
"5
' - 0
"4
' - 0
"
PROPOSED LOCATION OFPRE-FAB CONC BULKHEADV.I.F. ALL DIMENSIONS & R.O.
FRAME THESE WALLS FLUSH TOUNDERSIDE OF FLOOR SHEATHING ABOVE
24' - 0"
FRAMING PAGE LEGEND
COLUMN SUPPORT BELOW
POINT LOAD FROM ABOVE
PLUMBING DROP
OPEN WEB FLOOR TRUSS
WOOD BEAM
STEEL BEAM
STRUCTURAL FRAMINGMEMBER AS NOTED
2x_ SOLID BRIDGING
LOAD BEARING PARTITION
JOIST OR BEAM HANGER
1
A-03-1
15' - 0" 6' - 10 3/16" 20' - 11 5/16"
5' -
7 1
/2"
6' -
4 3
/4"
3' -
11
3/4
"2
0' -
0"
2x12 LEDGER
2x12 LEDGER
DBL 2x12 HEADER
11 1/4" OPEN WEB TRUSSES @ 16" O/COR AS REQ BY STRUCTURAL ENGINEER
11 1/4" OPEN WEB TRUSSES @ 16" O/COR AS REQ BY STRUCTURAL ENGINEER
11 1/4" OPEN WEB TRUSSES @ 16" O/COR AS REQ BY STRUCTURAL ENGINEER
EXTR
A TR
USS
DBL 1 3/4"x11 1/4" LVL OR AS REQ
SIST
ER 2
x12
TO F
ACE
OF
TRU
SS
PT 2x8 DECK JOISTS @ 16" O/COR AS REQ BY STRUCTURAL ENGINEER
6x6 PT POST FASTEN TO CONC SUPPORTW/ GALV STEEL POST ANCHOR TYP
2x8 PT HEADER
2x8 PT LEDGER OVER SHEATHING
6x6 PT POST FASTEN TO CONC SUPPORTW/ GALV STEEL POST ANCHOR TYP
DBL 2x12 RIM JOIST
DBL
2x1
2 R
IM J
OIS
T
DBL 2x12 RIM JOIST
DBL 2x12 RIM JOIST
DBL 2x12 RIM JOIST
DBL 2x12 RIM JOIST
BEAM BELOW AS REQ
BEAM AS REQ
BEAM AS REQ
1 1 1
1 1
1
2x12 RIM JOIST2x12 RIM JOIST
2x12 RIM JOIST
2 2 2
3
3
3
3
2x12 HEADER
6x6 PT POST FASTEN TO CONC SUPPORTW/ GALV STEEL POST ANCHOR TYP
2x8 PT HEADER
2x8 PT LEDGER OVER SHEATHING
BEAM BELOW AS REQ
PT 2
x8 D
ECK
JOIS
TS @
16"
O/C
OR
AS
REQ
BY
STR
UC
TUR
AL E
NG
INEE
R
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
GENERAL:
THE FRAMING LAYOUT ON THIS PAGE IS INTENDED TO BE ASUGGESTED LAYOUT ONLY. DESIGN LOADS & WEATHERCONDITIONS VARY BY REGION. AS A RESULT THE SIZE, SPACING &LAYOUT OF ALL STRUCTURAL ELEMENTS IN THIS HOME DESIGNMUST BE APPROVED BY A STRUCTURAL ENGINEER AND CODEOFFICIAL BASED ON YOUR SPECIFIC SITE LOCATION PRIOR TOCONSTRUCTION.
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
MATERIAL SPECIFICATIONS: (VERIFY W/ LOCAL CODE)
FLOOR SHEATHING:3/4" APA-RATED EXPOSURE 1, T&G,48/24 SPAN RATING, EXPOSURE 110d COMMON NAILS @ 6" O/C B.N. & E.N.,10d COMMON NAILS @ 10" O/C INT. FRAMING
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 GRADE2x_ WALL STUDS D.F. #22x_ FLOOR JOISTS & ROOF RAFTERS D.F. #2BEAMS & HEADERS D.F. #1POSTS (4x,6x,8x) D.F. #1
WOOD BEAM MINIMUM ALLOWABLE BENDING STRESS:MEMBERS Fb (PSI)GLUED LAMINATED TIMBERS 2400LAMINATED VENEER LUMBER 2700
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:
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:3
9 A
M
A-05-2
ENTRY LEVEL FLOORFRAMING PLAN
10-002
NE COLONIAL
Issue Date
MY
BU, SH
No. Description Date
1/4" = 1'-0"1
ENTRY LEVEL FLOOR FRAMING PLAN
1 PROVIDE 2x6 SOLID BRIDGING TO ATTACHE SECURELY TOEACH TRUSS AND AT END WALLS.
2 PROVIDE 2x12 BLOCKING BETWEEN EACH TRUSS.
3 PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS FROMABOVE.
14 DN A-01-21
Rig
ht
A-01-1
A-01-4
A-01-3
1Rear
1
Le
ft
1Front
1
A-03-1
44
' - 0
"
44
' - 0
"
2' -
0"
6' -
0"
16
' - 0
"4
' - 0
"
5' - 0" 27' - 0" 2' - 0" 11' - 4" 2' - 0" 24' - 0"
4' -
0"
15
' - 2
"2
4' -
10
"
19' - 6" 12' - 11" 33' - 11" 5' - 0"
2' -
0"
FRAMING PAGE LEGEND
COLUMN SUPPORT BELOW
POINT LOAD FROM ABOVE
PLUMBING DROP
OPEN WEB FLOOR TRUSS
WOOD BEAM
STEEL BEAM
STRUCTURAL FRAMINGMEMBER AS NOTED
2x_ SOLID BRIDGING
LOAD BEARING PARTITION
JOIST OR BEAM HANGER
16
' - 0
"
73' - 7"
2' - 3"
73' - 7"
2' - 3"
HEADER BEAM AS REQ BELOW
BEAM AS REQ
BEAM AS REQ
BEAM AS REQ
BEAM AS REQ
BEAM
AS
REQ
BEL
OW
DBL 1 3/4"x_ LVL AS REQ BELOWDBL 1 3/4"x11 1/4 LVL OR AS REQ
2x12 CANTILEVERED JOISTS
11 1/4" OPEN WEB TRUSSES @ 16" O/COR AS REQ BY STRUCTURAL ENGINEER
11 1/4" OPEN WEB TRUSSES @ 16" O/COR AS REQ BY STRUCTURAL ENGINEER
11 1/4" OPEN WEB TRUSSES @ 16" O/COR AS REQ BY STRUCTURAL ENGINEER
1 1
2 2 2
3
1 1
1
DBL 2x12 RIM JOIST
DBL 2x12 RIM JOIST
DBL 2x12 RIM JOIST
DBL 2x12 RIM JOIST
DBL 2x12 RIM JOIST
2x12 RIM JOIST2x12 RIM JOIST
15' - 0" 8' - 6 3/16" 19' - 3 5/16"6
' - 1
1"
11
' - 1
"1
6' -
0"
DBL 2x12
1
1
1
11 1/4" OPEN WEB TRUSSES @ 16" O/COR AS REQ BY STRUCTURAL ENGINEER
11 1/4" OPEN WEB TRUSSES @ 16" O/COR AS REQ BY STRUCTURAL ENGINEER
2x12 RIM JOIST
DBL 2x12 RIM JOIST
BEAM AS REQ BELOW
2x12
CAN
TILE
VER
ED J
OIS
TS
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
GENERAL:
THE FRAMING LAYOUT ON THIS PAGE IS INTENDED TO BE ASUGGESTED LAYOUT ONLY. DESIGN LOADS & WEATHERCONDITIONS VARY BY REGION. AS A RESULT THE SIZE, SPACING &LAYOUT OF ALL STRUCTURAL ELEMENTS IN THIS HOME DESIGNMUST BE APPROVED BY A STRUCTURAL ENGINEER AND CODEOFFICIAL BASED ON YOUR SPECIFIC SITE LOCATION PRIOR TOCONSTRUCTION.
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
MATERIAL SPECIFICATIONS: (VERIFY W/ LOCAL CODE)
FLOOR SHEATHING:3/4" APA-RATED EXPOSURE 1, T&G,48/24 SPAN RATING, EXPOSURE 110d COMMON NAILS @ 6" O/C B.N. & E.N.,10d COMMON NAILS @ 10" O/C INT. FRAMING
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 GRADE2x_ WALL STUDS D.F. #22x_ FLOOR JOISTS & ROOF RAFTERS D.F. #2BEAMS & HEADERS D.F. #1POSTS (4x,6x,8x) D.F. #1
WOOD BEAM MINIMUM ALLOWABLE BENDING STRESS:MEMBERS Fb (PSI)GLUED LAMINATED TIMBERS 2400LAMINATED VENEER LUMBER 2700
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:
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:4
0 A
M
A-05-3
UPPER LEVEL FLRFRAMING PLAN
10-002
NE COLONIAL
Issue Date
MY
BU, SH
No. Description Date
1/4" = 1'-0"1
UPPER LEVEL FLOOR FRAMING PLAN
1 PROVIDE 2x6 SOLID BRIDGING TO ATTACHE SECURELY TOEACH TRUSS AND AT END WALLS.
2 PROVIDE 2x12 BLOCKING BETWEEN EACH TRUSS.
3 IN THIS LOCATION ONLY FUR OUT ROUGH FACE OF OVERHANGBY 2" (V.I..F.) TO BE FLUSH WITH OUTSIDE FACE OF EXT STUDWALL ABOVE.
16 R DN
240
GF
IG
FI
GF
IG
FI
GF
I
GF
I33
3
3
3
3
3D
A-01-21
Rig
ht
A-01-1
A-01-4
A-01-3
1Rear
1
Le
ft
1Front
1
A-03-1
4' -
0"
2' -
0"
16
' - 0
"1
6' -
0"
38
' - 0
"
47' - 9 1/2"
47' - 9 1/2"
5' - 0" 14' - 6 1/2" 12' - 5 1/2" 15' - 9 1/2"
38
' - 0
"
FRAMING PAGE LEGEND
COLUMN SUPPORT BELOW
POINT LOAD FROM ABOVE
PLUMBING DROP
OPEN WEB FLOOR TRUSS
WOOD BEAM
STEEL BEAM
STRUCTURAL FRAMINGMEMBER AS NOTED
2x_ SOLID BRIDGING
LOAD BEARING PARTITION
JOIST OR BEAM HANGER
HEADER BEAM AS REQ BELOW
11 1/4" OPEN WEB TRUSSES @ 16" O/COR AS REQ BY STRUCTURAL ENGINEER
1
2
1
BEAM AS REQ(BELOW)
11 1/4" OPEN WEB TRUSSES @ 16" O/COR AS REQ BY STRUCTURAL ENGINEER
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SLOPE
2x_ HEADER
2x_ HEADER
2x8 LADDER FRAMED RAKE OVERHANG
2x8 LADDER FRAMED RAKE OVERHANG
2x_ HEADER
2x_ BLOCKING BETWEEN RAFTERS
2x_ BLOCKING BETWEEN RAFTERS
2x_ BLOCKING BETWEEN RAFTERS
2x10 RAFTERS @ 24" O/COR AS REQ PER STRUCTURAL ENGINEER
2x10 RAFTERS @ 24" O/COR AS REQ PER STRUCTURAL ENGINEER
1
2
1
1
2x_ HEADER
2x_ BLOCKING BETWEEN RAFTERS
2x10 RAFTERS @ 24" O/COR AS REQ PER STRUCTURAL ENGINEER
2x8
LAD
DER
FR
AMED
RAK
E O
VER
HAN
G
DBL 2x12 RIM JOIST
DBL 2x12 RIM JOIST
2x12 RIM JOIST2x12 RIM JOIST
2x10 RAFTERS @ 24" O/COR AS REQ PER STRUCTURAL ENGINEER
2x10 RAFTERS @ 24" O/COR AS REQ PER STRUCTURAL ENGINEER
SLO
PE
RIDGE
VALLEY
RIDGE RIDGE
RIDGERIDGE
RIDGE
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
GENERAL:
THE FRAMING LAYOUT ON THIS PAGE IS INTENDED TO BE ASUGGESTED LAYOUT ONLY. DESIGN LOADS & WEATHERCONDITIONS VARY BY REGION. AS A RESULT THE SIZE, SPACING &LAYOUT OF ALL STRUCTURAL ELEMENTS IN THIS HOME DESIGNMUST BE APPROVED BY A STRUCTURAL ENGINEER AND CODEOFFICIAL BASED ON YOUR SPECIFIC SITE LOCATION PRIOR TOCONSTRUCTION.
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
MATERIAL SPECIFICATIONS: (VERIFY W/ LOCAL CODE)
FLOOR SHEATHING:3/4" APA-RATED EXPOSURE 1, T&G,48/24 SPAN RATING, EXPOSURE 110d COMMON NAILS @ 6" O/C B.N. & E.N.,10d COMMON NAILS @ 10" O/C INT. FRAMING
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 GRADE2x_ WALL STUDS D.F. #22x_ FLOOR JOISTS & ROOF RAFTERS D.F. #2BEAMS & HEADERS D.F. #1POSTS (4x,6x,8x) D.F. #1
WOOD BEAM MINIMUM ALLOWABLE BENDING STRESS:MEMBERS Fb (PSI)GLUED LAMINATED TIMBERS 2400LAMINATED VENEER LUMBER 2700
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:
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:4
1 A
M
A-05-4
ATTIC FLOORFRAMING PLAN
10-002
NE COLONIAL
Issue Date
Author
Checker
No. Description Date
1/4" = 1'-0"1
ATTIC FLOOR FRAMING PLAN
1 PROVIDE 2x6 SOLID BRIDGING TO ATTACHE SECURELY TOEACH TRUSS AND AT END WALLS.
2 PROVIDE 2x12 BLOCKING BETWEEN EACH TRUSS.
16 R DNA-01-2
1
Rig
ht
A-01-1
A-01-4
A-01-3
1Rear
1
Le
ft
1Front
1
A-03-1
4' -
0"
2' -
0"
16
' - 0
"1
6' -
0"
38
' - 0
"
47' - 9 1/2"
71' - 4"
5' - 0" 14' - 6 1/2" 12' - 5 1/2" 15' - 9 1/2"
40
' - 0
"
FRAMING PAGE LEGEND
COLUMN SUPPORT BELOW
POINT LOAD FROM ABOVE
PLUMBING DROP
OPEN WEB FLOOR TRUSS
WOOD BEAM
STEEL BEAM
STRUCTURAL FRAMINGMEMBER AS NOTED
2x_ SOLID BRIDGING
LOAD BEARING PARTITION
JOIST OR BEAM HANGER
2x_ HEADER
2x10 ROOF RAFTERS @ 24" O/COR AS REQ BY STRUCTURAL ENGINEER
(TYPICAL TO ALL ROOF RAFTERS)
SLO
PE
SLOPE
2x_ HEADER
2x8 LADDER FRAMED RAKE OVERHANG
2x8 LADDER FRAMED RAKE OVERHANG
2x8 LADDER FRAMED RAKE OVERHANG
2x8
LAD
DER
FR
AMED
RAK
E O
VER
HAN
G
2x_ HEADER 2x_ HEADER
RIDGE RAFTER
2x6 COLLAR TIES (TYPICAL)
RID
GE
RAF
TER
2x6
CO
LLAR
TIE
S (T
YPIC
AL)
RIDGE RAFTER
RIDGE RAFTER
DBL 2x_ VALLEY RAFTER DBL 2x_ VALLEY RAFTER
SLOPE
SLOPESLOPE
SLO
PESL
OPE SL
OPE
SLO
PE
SLO
PESL
OPE
SLO
PE
2x_ BLOCKING BETWEEN RAFTERS 2x_ BLOCKING BETWEEN RAFTERS
2x_ BLOCKING BETWEEN RAFTERS
2x_ BLOCKING BETWEEN RAFTERS
RIDGE RAFTER
2x6 COLLAR TIES (TYPICAL)
SLO
PE
SLO
PE
SLO
PE
SLOPE SLOPE
RID
GE
RAF
TER
2x6
CO
LLAR
TIE
S (T
YPIC
AL)
2x8 LADDER FRAMED RAKE OVERHANG
RIDGE RAFTER
DBL 2x_ VALLEY RAFTER
DBL
2x_
VAL
LEY
RAF
TER
23' - 6 1/2"
23' - 6 1/2"
2x8 LADDER FRAMED RAKE OVERHANG
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
GENERAL:
THE FRAMING LAYOUT ON THIS PAGE IS INTENDED TO BE ASUGGESTED LAYOUT ONLY. DESIGN LOADS & WEATHERCONDITIONS VARY BY REGION. AS A RESULT THE SIZE, SPACING &LAYOUT OF ALL STRUCTURAL ELEMENTS IN THIS HOME DESIGNMUST BE APPROVED BY A STRUCTURAL ENGINEER AND CODEOFFICIAL BASED ON YOUR SPECIFIC SITE LOCATION PRIOR TOCONSTRUCTION.
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
MATERIAL SPECIFICATIONS: (VERIFY W/ LOCAL CODE)
FLOOR SHEATHING:3/4" APA-RATED EXPOSURE 1, T&G,48/24 SPAN RATING, EXPOSURE 110d COMMON NAILS @ 6" O/C B.N. & E.N.,10d COMMON NAILS @ 10" O/C INT. FRAMING
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 GRADE2x_ WALL STUDS D.F. #22x_ FLOOR JOISTS & ROOF RAFTERS D.F. #2BEAMS & HEADERS D.F. #1POSTS (4x,6x,8x) D.F. #1
WOOD BEAM MINIMUM ALLOWABLE BENDING STRESS:MEMBERS Fb (PSI)GLUED LAMINATED TIMBERS 2400LAMINATED VENEER LUMBER 2700
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:
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:4
1 A
M
A-05-5
ROOF FRAMINGPLAN
10-002
NE COLONIAL
Issue Date
MY
BU, SH
No. Description Date
1/4" = 1'-0"1
ATTIC FLOOR FRAMING PLAN
16% OFWINDOWHEIGHT
D
H
16% OFWINDOWHEIGHT
D
H
H
D
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
ABOUT THIS PAGE:
EXTERNAL WINDOW SHADING DEVICES ARE AN EFFECTIVE METHODFOR REDUCING HEAT GAINS THROUGH WINDOWS DURING SUMMER.IN FACT, EXTERNAL SHADING DEVICES CAN REDUCE HEAT GAINS BYUP TO 80% IF SIZED AND BUILT PROPERLY. WITH THIS IN MIND,FREEGREEN HAS CREATED THIS PAGE TO ASSIST HOME BUILDERS INCONSTRUCTING EFFECTIVE WINDOW SHADING DEVICES. THEINFORMATION WE PROVIDE INCLUDES A ZONING MAP OF THE UNITEDSTATES, ZONING CHARTS FOR PROPER SIZING OF SHADING DEVICESAND A VARIETY OF SHADING DEVICE STYLES AND MATERIALS TOSUITE DIFFERENT TASTES AND DIFFERENT HOME DESIGNS.
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
OVE
RH
ANG
DEP
TH (Z
ON
E 4)
OVE
RH
ANG
DEP
TH (Z
ON
E 2)
OVE
RH
ANG
DEP
TH (Z
ON
E 3)
OVE
RH
ANG
DEP
TH (Z
ON
E 1)
OVE
RH
ANG
DEP
TH (Z
ON
E 5)
STEP 1: FIND YOUR ZONESTEP 2: FROM THE TABLE, DETERMINE OVERHANG DEPTH FOR YOUR WINDOWSSTEP 3: CHOOSE YOUR WINDOW SUN SHADING DEVICESTEP 4: CHOOSE YOUR MATERIALS
OVERHANG DEPTH (INCHED), D
WIN
DOW
HEI
GH
T (IN
CHED
), H
6 12 18 24 30 36 42 48 54 60 66 72 780
6
12
18
24
30
36
42
48
54
60
66
72
78
84
90
OVERHANG DEPTH (INCHED), D
WIN
DOW
HEI
GH
T (IN
CHED
), H
6 12 18 24 30 36 42 48 54 60 66 72 780
6
12
18
24
30
36
42
48
54
60
66
72
78
84
90
OVERHANG DEPTH (INCHED), D
WIN
DOW
HEI
GH
T (IN
CHED
), H
6 12 18 24 30 36 42 48 54 60 66 72 780
6
12
18
24
30
36
42
48
54
60
66
72
78
84
90
OVERHANG DEPTH (INCHED), D
WIN
DOW
HEI
GH
T (IN
CHED
), H
6 12 18 24 30 36 42 48 54 60 66 72 780
6
12
18
24
30
36
42
48
54
60
66
72
78
84
90
OVERHANG DEPTH (INCHED), D
WIN
DOW
HEI
GH
T (IN
CHED
), H
6 12 18 24 30 36 42 48 54 60 66 72 780
6
12
18
24
30
36
42
48
54
60
66
72
78
84
90
1" = 1'-0"
9/2
4/2
00
9 1
0:3
3:4
2 A
M
A-06-1
WINDOW SHADINGDETAILS
10-002
NE COLONIAL
Issue Date
Author
Checker
No. Description Date
MATERIAL SPECIFICATION:
WOOD TYPES:
· PRESSURE TREATED· WESTERN RED CEDAR· TROPICAL HARDWOOD (FSC CERTIFIED REQUIRED)
···· MAHOGANY···· MASSARANDUBA
HARDWARE:
ALL HARDWARE MUST BE EITHER HOT DIPPED GALVANIZEDSTEEL OR STAINLESS STEEL. FREEGREEN RECOMMENDSONLY STAINLESS STEEL FOR HOUSE LOCATIONS IN CLOSEPROXIMITY TO THE OCEAN.
FINISHES:
IF USING PRESSURE TREATED WOOD SEAL & FINISH TO MATCHEXTERIOR WINDOW TRIM.
IF USING WESTERN RED CEDAR SEAL & FINISH TO MATCHEXTERIOR WINDOW TRIM
IF USING TROPICAL HARDWOOD FINISH MAY NOT BE REQUIRED.SEALING AND FINISHING OF TROPICAL HARDWOODS WILLVARY BY SPECIES. CONSULT WITH YOUR PROVIDER FORRECOMMENDED FINISHES FOR ALL TROPICAL HARDWOODPRODUCTS.
1" = 1'-0"1
BENCH WINDOW SHADING DEVICE
1" = 1'-0"2
BENCH WINDOW SHADING DEVICE
1" = 1'-0"3
BENCH WINDOW SHADING DEVICE
240
GFI
GFI-WP
M
R
UC
S
3
D
F
2
14 UP
3
GFI
GF
I
GFI
GFI
GFI
GF
I
GFI
GF
I
GF
I
GF
I
S S 240
GFI
ELECTRICAL OUTLET LEGEND
110VRECEPTICAL
SWITCHRECEPTICAL
GROUND FAULT CURRENTINTERRUPTER RECEPTACLE
GFI AND WATER PROOF RECEPTACLE
MICROWAVE OVENRECEPTICAL
RANGERECEPTICAL
UNDER COUNTERRECEPTICAL
240VRECEPTICAL
110V FLOORRECEPTICAL
ELECTRICAL SWITCH LEGEND
LIGHT SWITCH
DOUBLE LIGHT SWITCH
KEY ROOMMASTER CONTROL
KEY SCENEMASTER CONTROL
GRAPHIC EYE
3-WAY LIGHT SWITCH
DIMMER LIGHT SWITCH
OCCUPANCY SENSORFAN SWITCH
KR
KS
G
LIGHTING LEGEND
RECESSED DOWN LIGHTENERGY STAR RATED
CEILING BOX
BATHROOM EXHAUST FAN
WALL MOUNTED FIXTURE
RECESSED WALL WASHER
RECESSED ACCENTDIRECTIONAL
RECESSED GLASS
F
RD
RW
RA
RG
RD-ES
RECESSED DOWN LIGHT
LED LINEAR
IN-WALL LED STEP LIGHTW/ REMOTE TIMER CONTROL
FLUORESCENT STRIP
DRBL
CHIME
TEL
H20
#C#P
MICELANEOUS ELECTRICAL SYMBOL LEGEND
SMOKE & CARBONMONOXIDE DETECTOR
DOOR BELL
DOOR BELL CHIME
ICE MAKER
NATURAL GAS/PROPANEHOOKUP
MULTIMEDIA JACK(NETWORK/TV)
TELEPHONE JACK
THERMOSTAT
CEILING FAN
T
D
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
38.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
WH 240V OR GAS TANKLESS HOTWATER HEATER
PROPOSED MECHANICAL ZONE
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:4
3 A
M
E-01-1
SUB LEVELELECTRICAL PLAN
10-002
NE COLONIAL
Issue Date
MY
BU, SH
No. Description Date
1/4" = 1'-0"ELECTRICAL SYMBOL LEGEND
1/4" = 1'-0"1
SUB LEVEL ELECTRICAL PLAN
240
GFI
GFI-WP
M
R
UC
S
3
D
F
2
14 DN
16 R UP
DD
DD
2GFI
D
GFI-WP
GFI-WP
3
3
UC
333
33
3R
R
UC
UCMGFI
GF
I
GFIGFIGFI
GF
I
GFI
GF
IG
FI
GFI
D
3
2
2
3
GF
I-W
P
ELECTRICAL OUTLET LEGEND
110VRECEPTICAL
SWITCHRECEPTICAL
GROUND FAULT CURRENTINTERRUPTER RECEPTACLE
GFI AND WATER PROOF RECEPTACLE
MICROWAVE OVENRECEPTICAL
RANGERECEPTICAL
UNDER COUNTERRECEPTICAL
240VRECEPTICAL
110V FLOORRECEPTICAL
ELECTRICAL SWITCH LEGEND
LIGHT SWITCH
DOUBLE LIGHT SWITCH
KEY ROOMMASTER CONTROL
KEY SCENEMASTER CONTROL
GRAPHIC EYE
3-WAY LIGHT SWITCH
DIMMER LIGHT SWITCH
OCCUPANCY SENSORFAN SWITCH
KR
KS
G
LIGHTING LEGEND
RECESSED DOWN LIGHTENERGY STAR RATED
CEILING BOX
BATHROOM EXHAUST FAN
WALL MOUNTED FIXTURE
RECESSED WALL WASHER
RECESSED ACCENTDIRECTIONAL
RECESSED GLASS
F
RD
RW
RA
RG
RD-ES
RECESSED DOWN LIGHT
LED LINEAR
IN-WALL LED STEP LIGHTW/ REMOTE TIMER CONTROL
FLUORESCENT STRIP
DRBL
CHIME
TEL
H20
#C#P
MICELANEOUS ELECTRICAL SYMBOL LEGEND
SMOKE & CARBONMONOXIDE DETECTOR
DOOR BELL
DOOR BELL CHIME
ICE MAKER
NATURAL GAS/PROPANEHOOKUP
MULTIMEDIA JACK(NETWORK/TV)
TELEPHONE JACK
THERMOSTAT
CEILING FAN
T
D
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
38.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
WH 240V OR GAS TANKLESS HOTWATER HEATER
OPEN TOABOVE
48" REF
WET BAR PANTRY
FAMILY ROOM
LIVING ROOM
DINING ROOM
KITCHEN
DINING NOOK
ENTRY FOYER
MUD ROOM
BATH 1
GARAGE
3 R UP
LOC
KER
D
D
FRONT PORCH
RD RD
RD RD
RA
RA
RD
#C#P
RW
RW
RW
RW
2' - 0" 3' -
9"
2' -
0"
4' -
0"
2' -
0"
3' -
8 1
/2"
RD
RD
5' -
0"
3' -
5"
3' - 10" 12' - 0"
3' - 10" 6' - 0" 6' - 0"
3' -
0"
3' -
0"
1' - 6"
1' -
9"
2' -
6"
1' -
9"
CH
IME
DRBL
F
RD RD
2' -
10
"
4' - 1 1/8" 7' - 0 1/8"
RD
RD RD RDRD RD RD
RD
RDRD RD
3' -
1"
2' - 10"
2' - 2"
5' - 11 1/2"
4' -
3"
5' - 11 1/2" 1' - 6" 6' - 0" 6' - 0"
1' - 9 1/2" 4' - 0" 8' - 9 1/4" 8' - 6" 4' - 0"
3' -
0"
2' -
6"
#C#P
CEILING OUTLETS FOR GARAGEDOOR OPENER
WH
INSTALL IN BASEMENT
#C#P
RD
RDRD
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:4
4 A
M
E-01-2
ENTRY LEVELELECTRICAL PLAN
10-002
NE COLONIAL
Issue Date
MY
BU, SH
No. Description Date
1/4" = 1'-0"ELECTRICAL SYMBOL LEGEND
1/4" = 1'-0"1
ENTRY LEVEL ELECTRICAL PLAN
240
GFI
GFI-WP
M
R
UC
S
3
D
F
2
16 R DN
240
GF
IG
FI
GF
IG
FI
GF
I
GF
I
33
3
3
3
3
3D
ELECTRICAL OUTLET LEGEND
110VRECEPTICAL
SWITCHRECEPTICAL
GROUND FAULT CURRENTINTERRUPTER RECEPTACLE
GFI AND WATER PROOF RECEPTACLE
MICROWAVE OVENRECEPTICAL
RANGERECEPTICAL
UNDER COUNTERRECEPTICAL
240VRECEPTICAL
110V FLOORRECEPTICAL
ELECTRICAL SWITCH LEGEND
LIGHT SWITCH
DOUBLE LIGHT SWITCH
KEY ROOMMASTER CONTROL
KEY SCENEMASTER CONTROL
GRAPHIC EYE
3-WAY LIGHT SWITCH
DIMMER LIGHT SWITCH
OCCUPANCY SENSORFAN SWITCH
KR
KS
G
LIGHTING LEGEND
RECESSED DOWN LIGHTENERGY STAR RATED
CEILING BOX
BATHROOM EXHAUST FAN
WALL MOUNTED FIXTURE
RECESSED WALL WASHER
RECESSED ACCENTDIRECTIONAL
RECESSED GLASS
F
RD
RW
RA
RG
RD-ES
RECESSED DOWN LIGHT
LED LINEAR
IN-WALL LED STEP LIGHTW/ REMOTE TIMER CONTROL
FLUORESCENT STRIP
DRBL
CHIME
TEL
H20
#C#P
MICELANEOUS ELECTRICAL SYMBOL LEGEND
SMOKE & CARBONMONOXIDE DETECTOR
DOOR BELL
DOOR BELL CHIME
ICE MAKER
NATURAL GAS/PROPANEHOOKUP
MULTIMEDIA JACK(NETWORK/TV)
TELEPHONE JACK
THERMOSTAT
CEILING FAN
T
D
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
38.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
WH 240V OR GAS TANKLESS HOTWATER HEATER
KING BED
KING BED
KING BED
OPEN TOBELOW
BED 3
BED 1
BED 2
LAUNDRY
BATH 2 MASTERBATH
WALK INCLOSET
WALK INCLOSET
D
D
D
DWH
RD-ESRD-ES RD-ES
RD-ES
RD-ES
RD-ES
F
F
RD-ES
RD-ES
RD-ES
RD-ES
RD-ESRD-ES
MASTER SUITE
SITTING RM
RD-ES
RD-ES
RD-ES
RD-ES
RD-ES
RD-ES
RD-ES
SCALE
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
PROJECT NAME:
NOTES:
REVISION SCHEDULE:
348 MEDFORD ST. SUITE 1CHARLESTOWN, MA 02129
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
www.FreeGreen.com
FREE GREEN
1/4" = 1'-0"
9/2
4/2
00
9 1
0:3
3:4
5 A
M
E-01-3
UPPER LEVELELECTRICAL PLAN
10-002
NE COLONIAL
Issue Date
MY
BU, SH
No. Description Date
1/4" = 1'-0"ELECTRICAL SYMBOL LEGEND
1/4" = 1'-0"1
UPPER LEVEL ELECTRICAL PLAN