the above area calculations are based on the method … · designed to let you have greater control...

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.

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www.FreeGreen.com


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

1

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:

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CHECKED BY:

PROJECT NAME:

NOTES:



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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 MonogramÂ® 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







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.

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PROJECT NUMBER:

DATE:

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REVISION SCHEDULE:



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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 shutoff 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).

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DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:



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

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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:



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


505.0 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


610.1 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)

9/2

4/2

00

9 1

0:3

3:2

1 A

M

A-00-3

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



T.O. CONCRETE FOOTING EL = (-) 9'-3"

T.O. RIDGE RAFTER EL = +/- 25'-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


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:



www.FreeGreen.com

FREE GREEN

1/4" = 1'-0"

9/2

4/2

00

9 1

0:3

3:2

3 A

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A-01-1

ELEVATION FRONT

10-002

NE COLONIAL

Issue Date

MY

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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.

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


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








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



1/4" = 1'-0"1

FRONT ELEVATION











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"



10

12

10

12

612

77

2




EXT WALL CONSTRUCTION: (OUTSIDE to IN)- 5/16" FIBER CEMENT CLAP BOARD SIDING- CORRUGATED SPACER MESH- BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE W/ MIN 6" OVERLAP AT HORZ JOINTS- 1/2" SHEATHING- 2x6 STUD WALL W/ SPRAY FOAM INSULATION- 1/2" 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) -


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:



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



1 DEPTH OF SPRAY FOAM INSULATION TO MEET 2006 IECCREQUIREMENT FOR THE PROJECTS CLIMATE ZONE.


1/4" = 1'-0"1

RIGHT ELEVATION











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) -


1

GARAGE WALL CONSTRUCTION: (OUTSIDE to IN) 5/16" FIBER CEMENT CLAP BOARD SIDING -

CORRUGATED SPACER MESH -BUILDING PAPER OR HOUSE WRAP DRAINAGE PLANE -

W/ MIN 6" OVERLAP AT HORZ JOINTS - 1/2" SHEATHING -

2x6 STUD WALL (UNINSULATED) - 5/8" TYPE "X" GYPSUM BOARD W/ VAPOR -

SEMI-PERMEABLE LATEX PAINT




2

4 4

6 6 6

78 8 8

10105

17

18 1819 19 19


2

B.O

. W

IND

OW

HE

AD

ER

8' -

0"

B.O

. W

IND

OW

HE

AD

ER

7' -

0"



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:



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


1/4" = 1'-0"1

REAR ELEVATION














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"



10

12

412

10

12

10

12

10

12

6126

12

2 2 2 2

6

7

12 12

19 20 20


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




1




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:



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


1/4" = 1'-0"1

LEFT ELEVATION




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


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:



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.


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.


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"


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:



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



1/4" = 1'-0"1

UPPER LEVEL FLOOR PLAN


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











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"



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



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


CLAP BOARD SIDING

1

SCALE

PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:

NOTES:

REVISION SCHEDULE:



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




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.



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 -


1/2" SHEATHING - 2x6 STUD WALL W/ 1/2LB SPF (OPEN CELL) INSULATION -

1x_ PAINTED WOOD SOFFIT

1x6 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


3/4" T&G SUB FLOOR

FINISH FLOOR

BASE BOARD

PT SILL PLATE 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


5/8" SHEATHING

SEALANT ADHESIVE OVER FLASHING


6" TO 12"


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)


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




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


COARSE GRAVEL

FILTER FABRIC

4" PERFORATED DRAIN PIPETIE INTO DRY WELL

CONC. FOOTING BELOWFROST DEPTH

DAMPPROOFING

GRANULAR BACK FILL


CAPILLARY BREAK OVER FOOTING(DAMPPROOFING OR MEMBRANE)


3/4" T&G SUB FLOOR

FINISH FLOOR

BASE BOARD


12" M

IN

CONC. FOOTING BELOWFROST DEPTH

GRANULAR BACK FILL


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


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


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:



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


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


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



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



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


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


CORNER BOARDS AS PERELEVATIONS

SEALANTCORRUGATED SPACER MESH

SEALANT

1x1 CLEARCEDAR TRIM



1/2" SHEATHING

INSULATED OR UNINSULATED WALL SYSTEM

SILL GASKET TYP BETWEEN TREATEDWOOD & CONCRETE



3/4

"

PT OR CEDAR NAILERBEHIND BOTTOM COURSE


1x8 LOWER BAND BOARD W/ 2x2 CANTED TOP

SCALE

PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:

NOTES:

REVISION SCHEDULE:



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


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


SILL GASKET

3/4

"

FSC CERTIFIED TROPICAL HARDWOODPT WOOD OR COMPOSITE DECKING

JOIST HANGER BEYOND



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


SILL GASKET

3/4

"


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


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


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


SOLID WOOD NOSING


2x12 NOTCHED OUTSIDE STRINGERSMUST BE NAILED CONT AT

2x_ FRAMED WALL

1/2" GYPSUM BOARD IF UNDERSIDEOF STAIR IS TO BE FINISHED


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



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


STAIR BEYOND IF DOUBLE FLIGHT

2x_ FRAMED WALL REQ @ BOTHEND STRINGERS

BLOCKING

2x12 NOTCHED OUTSIDE STRINGERMUST BE NAILED CONT AT2x_ FRAMED WALL


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


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:



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


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



1/2" SHEATHING - 2x4 OR 2x6 STUD WALL -

EDGE OF FOUNDATION WALL BELOW

GARAGE DOOR, STOP& TRACK BY BLDR.


SEALANT

1x4 CLEAR CEDAR TRIM


POST OR COLUMN AS REQ

ADHESIVE MEMBRANE(LAP INTO GARAGE DOOR JAMB)

1x6 CLEAR CEDAR TRIM (RIP TO FIT)

1/4"



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)


GARAGE DOOR JAMB (BEYOND)

FOUNDATION WALL AS REQ. UNDISTURBED COMPACTED SOIL

EXPANSION JOINT

SLAB SLOPES 2" TOGARAGE DOOR

GARAGE DOOR


6" +

12" M

IN


WATER STOP


CONC. SLAB

SEALANT & BACKER ROD @ EXPANSION JOINT




SILL GASKET

FOUNDATION WALL AS REQ.




2x4 OR 2x6 WALL AS REQ


2x_ INTERIOR PARTITION

1/2" GYPSUM BOARD ON WALLS & CEILING

CROWN MOLDING

2x_ BASE PLATE

3/4" T&G SHEATHING


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_ TOP PLATE

WOOD CASING

INTERIOR SWING DOOR SLAB

WOOD DOOR FRAME DOUBLE RABBET

HEADER AS REQ

SHIM SPACE

SIMILAR FOR JAMB DETAIL

1/4

"



2x8 WOOD CAP PLATE W/1/4" DIA ROUNDED CORNERS

PROVIDE 1/4" ROUT AT BOTTOM OFCAP PLATE TO RECEIVE GYPSUM

WOOD MOLDING

6" +


WATER STOP


CONC. SLAB

SEALANT & BACKER ROD @ EXPANSION JOINT




SILL GASKET

2x6 WALL W/ SPRAY FOAM INSULATION

1/2" SHEATHING

GARAGE

CONDITIONED SPACE


3/4" T&G SUB FLOOR

FINISH FLOOR

BASE BOARD

SCALE

PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:

NOTES:

REVISION SCHEDULE:



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


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

"


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


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"


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'-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


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.





4' - 9 1/4"

6' -

11

1/4

"8

' - 0

"

SCALE

PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:

NOTES:

REVISION SCHEDULE:



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.


1/4" = 1'-0"1

FOUNDATION PLAN




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

"


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



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


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


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:



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


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



PLUMBING DROP


WOOD BEAM

STEEL BEAM


2x_ SOLID BRIDGING



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




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


15' - 0" 8' - 6 3/16" 19' - 3 5/16"6

' - 1

1"

11

' - 1

"1

6' -

0"

DBL 2x12

1

1

1



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:


REVISION SCHEDULE:



www.FreeGreen.com







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


1/4" = 1'-0"1

UPPER LEVEL FLOOR FRAMING PLAN



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



PLUMBING DROP


WOOD BEAM

STEEL BEAM


2x_ SOLID BRIDGING



HEADER BEAM AS REQ BELOW


1

2

1

BEAM AS REQ(BELOW)


SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLOPE

2x_ HEADER

2x_ HEADER

2x8 LADDER FRAMED RAKE OVERHANG


2x_ HEADER

2x_ BLOCKING BETWEEN RAFTERS



2x10 RAFTERS @ 24" O/COR AS REQ PER STRUCTURAL ENGINEER


1

2

1

1

2x_ HEADER



2x8

LAD

DER

FR

AMED

RAK

E O

VER

HAN

G

DBL 2x12 RIM JOIST

DBL 2x12 RIM JOIST




SLO

PE

RIDGE

VALLEY

RIDGE RIDGE

RIDGERIDGE

RIDGE

SCALE

PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:

GENERAL:


REVISION SCHEDULE:



www.FreeGreen.com







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


1/4" = 1'-0"1

ATTIC FLOOR FRAMING PLAN



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



PLUMBING DROP


WOOD BEAM

STEEL BEAM


2x_ SOLID BRIDGING



2x_ HEADER

2x10 ROOF RAFTERS @ 24" O/COR AS REQ BY STRUCTURAL ENGINEER

(TYPICAL TO ALL ROOF RAFTERS)

SLO

PE

SLOPE

2x_ HEADER




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



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)


RIDGE RAFTER

DBL 2x_ VALLEY RAFTER

DBL

2x_

VAL

LEY

RAF

TER

23' - 6 1/2"

23' - 6 1/2"


SCALE

PROJECT NUMBER:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NAME:

GENERAL:


REVISION SCHEDULE:



www.FreeGreen.com







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


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:



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


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


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


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


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


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


1" = 1'-0"3


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:



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


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


110VRECEPTICAL

SWITCHRECEPTICAL




RANGERECEPTICAL


240VRECEPTICAL



LIGHT SWITCH

DOUBLE LIGHT SWITCH



GRAPHIC EYE

3-WAY LIGHT SWITCH

DIMMER LIGHT SWITCH


KR

KS

G

LIGHTING LEGEND


CEILING BOX





RECESSED GLASS

F

RD

RW

RA

RG

RD-ES

RECESSED DOWN LIGHT

LED LINEAR


FLUORESCENT STRIP

DRBL

CHIME

TEL

H20

#C#P



DOOR BELL

DOOR BELL CHIME

ICE MAKER



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.


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:



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



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


110VRECEPTICAL

SWITCHRECEPTICAL




RANGERECEPTICAL


240VRECEPTICAL



LIGHT SWITCH

DOUBLE LIGHT SWITCH



GRAPHIC EYE

3-WAY LIGHT SWITCH

DIMMER LIGHT SWITCH


KR

KS

G

LIGHTING LEGEND


CEILING BOX





RECESSED GLASS

F

RD

RW

RA

RG

RD-ES

RECESSED DOWN LIGHT

LED LINEAR


FLUORESCENT STRIP

DRBL

CHIME

TEL

H20

#C#P



DOOR BELL

DOOR BELL CHIME

ICE MAKER



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.


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:



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



1/4" = 1'-0"1

UPPER LEVEL ELECTRICAL PLAN