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