FREEGREEN.com
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD (LB)
FREE GREEN
WIND SPEED (MPH)
SEISMIC DESIGN CATEGORY
SUBJECT TO DAMAGE FROM WEATHERING FROST LINE DEPTH
TERMITE
DECAY
WINTER DESIGN TEMP
ICE SHIELD UNDERLAY REQUIRED
FLOOD HAZARD © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES:
BUILDING CODE COMPLIANCE
Phone: (866) 779-0795 - FreeGreen.com E-mail:
[email protected]
- 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:
1356 SF -
TOTAL: 1356 SF
UN-CONDITIONED GARAGE: BASEMENT: ATTIC: DECK/PATIO:
692 SF
TOTAL: 692 SF
THE ABOVE AREA CALCULATIONS ARE BASED ON THE METHOD LAID OUT IN ANSI STANDARD Z765
ARCHITECTURAL A-00-1 A-00-2 A-00-3 A-01-1 A-01-2 A-02-1 A-03-1 A-04-1 A-04-2 A-05-1 A-05-2 A-06-1
CONSTRUCTION ASSEMBLIES LEED-H RATING SYSTEM CHECKLIST NAHB GREEN BUILDING STANDARD ELEVATIONS ELEVATIONS ENTRY LEVEL FLOOR PLAN BUILDING SECTION DETAILS 1 DETAILS 2 FOUNDATION PLAN ROOF FRAMING PLAN WINDOW SHADING DETAILS
REVISION SCHEDULE: No.
Description
Date
PROJECT NAME:
PASSIVE SHED 1 COVER PAGE 03-026
PROJECT NUMBER: DATE: DRAWN BY: CHECKED BY:
20 DECEMBER, 2010 Author Checker
A-00-0 SCALE
1/3/2011 8:53:34 AM
Contacts:
CONSTRUCTION ASSEMBLIES GOOD PERFORMANCE
FREEGREEN.com
1. ROOF CONSTRUCTION - STANDING SEAM METAL
1. ROOF CONSTRUCTION AS PER CONSTRUCTION ASSEMBLIES TAB
- STANDING SEAM OR CORRUGATED METAL ROOFING - ROSIN PAPER SLIP SURFACE - FULLY ADHERED MEMBRANE WATERPROOFING (I.E. ICE & WATER SHIELD) - 3/4" PLYWOOD OR OSB SHEATHING AS NAIL BASE - 16" LVL OR TGI RAFTERS @ 24" O/C W/ OPEN CELL SPRAY FOAM INSULATION - 1x3 STRAPPING AT 16" O/C - 1/2" GYPSUM BOARD W/ VAPOR SEMI-PERMEABLE LATEX PAINT
4. ROOF CONSTRUCTION AS PER CONSTRUCTION ASSEMBLIES TAB 2x8 CANTILEVERED EAVE OVERHANG
2x8 CANTILEVERED EAVE OVERHANG
SOLID BLOCKING BETWEEN RAFTERS
SOLID BLOCKING BETWEEN RAFTERS
2x6 CONT TOP PLATE
2x6 CONT TOP PLATE
4'-0"
8'-0" BACK SPAN OF CANTILEVERED RAFTER
4'-0"
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. NOTES: 1
2. WALL CONSTRUCTION - T&G CEADR
8'-0" BACK SPAN OF CANTILEVERED RAFTER
- 1x8 SHIP LAP CLEAR OR KNOTTY CEDAR SIDING (BACK PRIME AND SEAL ALL EDGES) - 1/2" PT FURRING STRIPS (SPACING AS REQ) - DRAINAGE PLANE (FACE OF RIGID INSULATION W/ JOINTS TAPED) - 1 1/2" XPS RIGID INSULATION - 1/2" PLYWOOD OR OSB SHEATHING - 2x6 STUD WALL W/ OPEN CELL SPRAY FOAM INSULATION - 1/2" GYPSUM BOARD W/ VAPOR SEMI-PERMEABLE LATEX PAINT 3. SLAB ON GRADE CONSTRUCTION
1x6 T&G CLEAR CEDAR SOFFIT
1x6 T&G CLEAR CEDAR SOFFIT
MIN 3/8" OPENING REQ FOR PROPER VENTILATION OF RAIN SCREEN
MIN 3/8" OPENING REQ FOR PROPER VENTILATION OF RAIN SCREEN
RETICULATED FOAM INSECT MESH AT ALL HORIZONTAL JOINTS SLOPED BLOCKING
RETICULATED FOAM INSECT MESH AT ALL HORIZONTAL JOINTS 1/2" GYPSUM BOARD OVER 1x3 FURRING STRIPS @ 16" O/C
SEALANT
- 4" CONC SLAB W/ STEEL REINFORCING AS REQ PER STRUCTURAL ENGINEER - 4" XPS RIGID INSULATION (UNDER ENTIRE SLAB) - 4"-6" GRANULAR CAPILLARY BREAK AND DRAINAGE PAD (NO FINES) - UNDISTURBED NATIVE SOIL
SEALANT
HARDWOOD SOFTWOOD BAMBOO CORK CARPET WITH PAD LINOLEUM CERAMIC TILE STONE TILE GLASS TILE ROUGH STONE POLISHED CONCRETE UNFINISHED CONCRETE INDUSTRIAL COATING
WOOD WITH CLEAR FINISH WOOD WITH STAIN & CLEAR FINISH WOOD WITH PRIMER AND PAINT CERAMIC TILE STONE TILE GLASS TILE
WALL & CEILING MATERIAL FINISHES:
PP PL TX SP PA WP MP CT ST GT RS IC
- STANDING SEAM OR CORRUGATED METAL ROOFING - ROSIN PAPER SLIP SURFACE - FULLY ADHERED MEMBRANE WATERPROOFING (I.E. ICE & WATER SHIELD) - 3/4" PLYWOOD OR OSB SHEATHING AS NAIL BASE - 16" LVL OR TGI RAFTERS @ 24" O/C W/ CLOSED CELL SPRAY FOAM INSULATION - 1x3 STRAPPING AT 16" O/C - 1/2" GYPSUM BOARD W/ VAPOR SEMI-PERMEABLE LATEX PAINT
1/2" GYPSUM ON WALL & CEILING W/ VAPOR SEMI-PERMEABLE LATEX PAINT
5. WALL CONSTRUCTION AS PER CONSTRUCTION ASSEMBLIES TAB
HW SW BB CO CA LI CT ST GT RS PC UC IC
CL CS PP CT ST GT
4. ROOF CONSTRUCTION - STANDING SEAM METAL
2. WALL CONSTRUCTION AS PER CONSTRUCTION ASSEMBLIES TAB
FLOOR FINISHES:
BASE & CROWN MOULDING FINISHES:
1/2" GYPSUM BOARD OVER 1x3 FURRING STRIPS @ 16" O/C
CONSTRUCTION ASSEMBLIES VERY GOOD PERFORMANCE 1/2" GYPSUM ON WALL & CEILING W/ VAPOR SEMI-PERMEABLE LATEX PAINT
THIS INTERIOR FINISH SCHEDULE IS PROVIDED AS A CONVENIENCE TO THE HOME OWNER AND/OR BUILDER DURING PLANNING, PRICING AND CONSTRUCTION. IT IS RECOMMENDED THAT THIS SCHEDULE BE COMPLETED BY HAND USING THE GLOSSARY OF ABBREVIATIONS BELOW. NOTE THAT THE ABBREVIATIONS LISTED BELOW APPLY ONLY TO THIS TABLE.
PRIMER AND PAINT PLASTER, PRIMER AND PAINT TEXTURED, PRIMER AND PAINT STUCCO, PRIMER AND PAINT WALL PAPER WOOD PANELING MISCELLANEOUS PANELING CERAMIC TILE STONE TILE GLASS TILE ROUGH STONE INDUSTRIAL COATING
5. WALL CONSTRUCTION - T&G CEADR
- 1x8 SHIP LAP CLEAR OR KNOTTY CEDAR SIDING (BACK PRIME AND SEAL ALL EDGES) - 1/2" PT FURRING STRIPS (SPACING AS REQ) - DRAINAGE PLANE (FACE OF RIGID INSULATION W/ JOINTS TAPED) - 3" XPS RIGID INSULATION - 1/2" PLYWOOD OR OSB SHEATHING - 2x6 STUD WALL W/ CLOSED CELL SPRAY FOAM INSULATION - 1/2" GYPSUM BOARD W/ VAPOR SEMI-PERMEABLE LATEX PAINT 6. SLAB ON GRADE CONSTRUCTION
BASE BOARD 1" XPS RIGID INSULATION THERMAL BREAK
BASE BOARD 2" XPS RIGID INSULATION THERMAL BREAK
CONC SLAB ON GRADE AS REQ.
CONC SLAB ON GRADE AS REQ.
ANCHOR BOLTS AS REQ PER STRUCTURAL ENGINEER
ANCHOR BOLTS AS REQ PER STRUCTURAL ENGINEER GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10'
INTERIOR FINISH SCHEDULE 10" XPS RIGID INSULATION (UNDER ENTIRE SLAB)
RADIANT HEATING TUBES IN SLAB (OPTIONAL) GRANULAR CAPILLARY BREAK & DRAINAGE PAD (NO FINES) GRANULAR BACK FILL
4" XPS RIGID INSULATION (UNDER ENTIRE SLAB)
CUSTOM FLASHING BASE CAP FOR RIGID INSULATION. FASTEN INTO SHEATHING, APPLY ADHESIVE STRIP OVER OUTER MOST FLANGE 3/8" FIBER CEMENT PANEL
CONC FOUNDATION WALL AS REQ 2" XPS RIGID INSULATION
GRANULAR CAPILLARY BREAK & DRAINAGE PAD (NO FINES)
CONC FOUNDATION WALL AS REQ GRANULAR BACK FILL
CONC. FOOTING BELOW FROST DEPTH
3" XPS RIGID INSULATION CONC. FOOTING BELOW FROST DEPTH
ROOM
01 - KITCHEN 02 - LIVING 03 - DINING 04 - BUTLER PANTRY 05 - FAMILY ROOM 06 - MUD ROOM 07 - LAV 08 - BATH 1 09 - BATH 2 10 - MASTER BATH 11 - MASTER BED 12 - BED 1 13 - BED 2 14 - BED 3
FLOOR
BASE
CROWN
WALLS MATERIAL COLOR
1
REVISION SCHEDULE: No.
Description
CEILING MATERIAL COLOR
PROJECT NAME:
PASSIVE SHED 1 CONSTRUCTION ASSEMBLIES 03-026
PROJECT NUMBER:
TYPICAL WALL SECTION GOOD PERFORMANCE 1 1" = 1'-0"
TYPICAL WALL SECTION VERY GOOD PERFORMANCE 2 1" = 1'-0"
DATE: DRAWN BY: CHECKED BY:
GOOD PERFORMANCE OPTION
Date
VERY GOOD PERFORMANCE OPTION
20 DECEMBER, 2010 Author Checker
A-00-1 SCALE
1" = 1'-0"
1/3/2011 8:53:34 AM
CONT SILL GASKET & SEALANT 12" MIN
CONT SILL GASKET & SEALANT
GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10'
2" CONC FINISH SLAB W/ POLISH & SEAL. CONTROL JOINTS @ 20' O/C MAX
PT SILL PLATE AS REQ (OMIT SILL AT ENTRY DOORS)
12" MIN
2" CONC FINISH SLAB W/ POLISH & SEAL. CONTROL JOINTS @ 20' O/C MAX
PT SILL PLATE AS REQ (OMIT SILL AT ENTRY DOORS)
- 4" CONC SLAB W/ STEEL REINFORCING AS REQ PER STRUCTURAL ENGINEER - 10" XPS RIGID INSULATION (UNDER ENTIRE SLAB) - 4"-6" GRANULAR CAPILLARY BREAK AND DRAINAGE PAD (NO FINES) - UNDISTURBED NATIVE SOIL
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)
10
(pg. 59) 3.1 Edge Development (pg. 59) 3.2 Infill (pg. 59) 3.3 Previously Developed LL 4: INFRASTRUCTURE
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.
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
Gold
SS 1: SITE STEWARDSHIP
Table 2 Threshold Adjustment Certification Levels
(pg. 89) (pg. 89) (pg. 89) (pg. 89) (pg. 90)
Required Points
60-74
Gold
75-89
Platinum Total available points
90-136 136
I. II. III. IV.
INNOVATION AND DESIGN PROCESS (ID) ID 1: INTEGRATED PROJECT PLANNING
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
(OR SS 2.5) (OR SS 2.5)
(P)
1 1 1 1 1 1 1
2 3 2 6
1
(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
(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)
(pg. 213) 8.1 ENERGY STAR Lights (pg. 213) 8.2 Improved Lighting (pg. 213) 8.3 Advanced Lighting Package EA 9: APPLIANCES
2
(P)
(P)
2 3
(OR EA 1, 7.1, 7.2) (OR EA 1, 7.1, 7.2)
(pg. 277) 2.1 Basic Combustion Venting Measures (pg. 277) 2.2 Enhanced Combustion Venting Measures IQ 3: MOISTURE CONTROL
(OR SS 6.1, 6.3) (OR SS 6.1, 6.2)
(OR EA 1, 7.1, 7.2)
(P)
(OR EA 1, 7.1, 7.2) (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)
(pg. 221) 10 Renewable Energy System EA 11: RESIDENTIAL REFRIGERANT MANAGEMENT
(P) 1.5 1.5 3
2 1
(OR EA 1, 7.1, 7.2) (OR EA 1, 7.1, 7.2)
10
(OR EA 1, 7.1, 7.2)
1
Intent. Optimize the use of framing materials.
(OR WE 1.3) (OR WE 1.3)
4 1 3
(pg. 285) 3.1 Moisture Load Control IQ 4: OUTDOOR AIR VENTILATION
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.
1 1
(OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2)
(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. 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.
(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
(pg. 311) 7.1 Good Filters (pg. 311) 7.2 Better Filters (pg. 311) 7.3 Best Filters IQ 8: CONTAMINANT CONTROL
(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)
(P) (OR MR 1.5) (OR MR 1.5) (OR MR 1.5)
(OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2)
(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)
(P) 2 1 3 3
(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)
PROJECT NAME:
1 1 3 4
PASSIVE SHED 1 LEED-H RATING SYSTEM CHECKLIST
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
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.
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)
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
(P)
AWARENESS & EDUCATION (AE) (P)
(pg. 227) 11.1 Refrigerant Charge Test (pg. 227) 11.2 Appropriate HVAC Refrigerants
1.1 1.2 1.3 1.4 1.5
(P)
Intent. Reduce particulate matter from the air supply system.
(pg. 217) 9.1 High-Efficiency Appliances (pg. 217) 9.2 Water-Efficient Cloths Washer EA 10: RENEWABLE ENERGY
(pg. 235) (pg. 235) (pg. 235) (pg. 235) (pg. 235)
(OR IQ 1, 4.2, 5.2, 5.3, 7.2/7.3, 8.2)
Intent. Reduce moisture and exposure to indoor pollutants in kitchen and bathrooms.
Intent. Select and test air-conditioning refrigerant to ensure performance and minimum contributions to ozone depletion and global warming.
2 3 4
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. Control indoor moisture levels to provide comfort, reduce the risk of mold, and increase the durability of the home.
Intent. Reduce consumption of nonrenewable energy sources by encouraging the installation and operation of renewable electric generation systems.
Intent. Make use of compact development patterns to conserve land and promote community livability, transportation efficiency, and walkability.
(pg. 135) 1.1 Rainwater Harvesting System (pg. 135) 1.2 Graywater Reuse System (pg. 135) 1.3 Use of Municipal Recycled Water System
(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
WE 1: WATER REUSE
3
2
(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
WATER EFFICIENCY (WE) (P) (P)
(P)
(P)
Intent. Reduce appliance energy consumption.
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
(pg. 129) 6.1 Moderate Density (pg. 129) 6.2 High Density (pg. 129) 6.3 Very High Density
(OR EA 1, 7.1, 7.2)
13
(OR IQ 2-10)
Intent. Minimize the leakage of combustion gases into the occupied space of the home.
Intent. Reduce energy consumption associated with interior and exterior lighting.
(pg. 125) 5 Pest Control Alternatives SS 6: COMPACT DEVELOPMENT
Intent. Promote durability and high performance of the building enclosure and its components and systems through appropriate design, materials selection, and construction practices.
(pg. 37) 2.1 Durability Planning (pg. 37) 2.2 Durability Management (pg. 37) 2.3 Third-Party Durability Management Verification
(OR SS 2.5)
Intent. Design home features to minimize the need for poisons for control of insects, rodents, and other pests.
Intent. Maximize opportunities for integrated, cost-effective adoption of green design and construction strategies.
(pg. 273) 1.1 ENERGY STAR with Indoor Air Package IQ 2: COMBUSTION VENTING
34
(OR EA 2-11)
(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
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
(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.
(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
(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.
(pg. 31) (pg. 31) (pg. 31) (pg. 31) (pg. 31)
1
Intent. Design landscape features to reduce local heat island effects.
HOW TO PARTICIPATE IN LEED FOR HOMES
(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.
Silver
(P)
(pg. 81) 1.1 Erosion Controls During Construction (pg. 81) 1.2 Minimize Disturbed Area of Site SS 2: LANDSCAPING
HOME SIZE ADJUSTMENT
45-59
(pg. 169) 1.1 Performance of ENERGY STAR for Homes (pg. 169) 1.2 Exceptional Energy Performance EA 2: INSULATION
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. 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.
Intent. Minimize the environmental damage to the building lot during the construction process.
136
Certified
1
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
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.
SUSTAINABLE SITES (SS)
90-136
Total available points
(OR LL 5.1, 5.2)
(pg. 75) 6 Access to Open Space
75-89
Platinum
(OR LL 5.1, 5.3)
1 2 3
(P)
INDOOR ENVIRONMENTAL QUALITY (EQ)
Intent. Maximize the energy performance of windows.
Intent. Provide open space to encourage walking, physical activity, and time spent outdoors.
Required Points
60-74
1
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. What is the LEED for Homes Green Building Rating System?
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
348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129
8
(pg. 261) 3.1 Construction Waste Management Planning (pg. 261) 3.2 Construction Waste Reduction
Intent. Minimize energy consumption caused by uncontrolled air leakage into and out of conditioned spaces.
(pg. 65) 4 Existing Infrastructure LL 5: COMMUNITY RESOURCES / TRANSIT
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
Silver
(OR LL 3.1)
1 2 1
www.FreeGreen.com
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
45-59
2
(pg. 55) 2 Site Selection LL 3: PREFERRED LOCATIONS
FREE GREEN
(P)
(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.
Intent. Encourage the building of LEED homes near or within existing communities.
Prerequisites and points are classified in eight credit categories:
(OR WE 2.3)
3 1 4
EA 1: OPTIMIZE ENERGY PERFORMANCE
Intent. Avoid development on environmentally sensitive sites.
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.
(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.
Certified
(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.
(P)
1
DATE:
TOTAL ESTIMATED POINTS ELIGIBLE BY THIS DESIGN:
20 DECEMBER, 2010
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
03-026
PROJECT NUMBER:
CHECKED BY:
A-00-2
1
25.5
SCALE
1/3/2011 8:53:35 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:
Bronze Silver Lot Design, Preparation, and Development
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
50
100
100
100
222
406
558
697
1 500
6 1000
Total Points:
5 6 10 18 7 6
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
9 9 4
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.
600 RESOURCE EFFICIENCY 4 3 (M) 3
4 11 34
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.
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.
(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)
4 4 6 6 3 6
(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. 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.
4 4
7 7
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. 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."
12 3 4 9
6 7 6
(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.
6
(Max points vary)
14 1 5 8 (M) 28 19 8 1
8 7 6 9
3
10
(pg. 75) (pg. 76) (pg. 77) (pg. 77) (pg. 77) (pg. 78)
15
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) How to use the NAHB National Green Building Standard Checklist:
(M) 24 2
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.
900 INDOOR ENVIRONMENTAL QUALITY
(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)
www.FreeGreen.com 348 MEDFORD ST. SUITE 1 CHARLESTOWN, MA 02129
901.0 Intent. Pollutant sources are controlled.
606.0 Intent. Building materials derived from renewable resources are used.
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 7 10 10 10 6 4 13 10 5 5 3 1 1
10 7 10
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."
3
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
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)
52 9 1 43
901 POLLUTANT SOURCE CONTROL
605.0 Intent. Waste generated during construction is recycled. All waste classified as hazardous shall be properly handled and disposed.
(pg. 39) (pg. 39) (pg. 39) (pg. 39) (pg. 39) (pg. 39) (pg. 40) (pg. 40) (pg. 40) (pg. 41) (pg. 43)
(Max points vary)
801.0 Intent. Measures that reduce indoor and outdoor water usage are implemented.
5 4 (M) 4 M 3 3 4 4 (M) M 4 6 (M) M (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
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
29
800 WATER EFFICIENCY
602.0 Intent. Design and construction practices are implemented that enhance the durability of materials and reduce in-service maintenance.
(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.
(pg. 26) 505.1 Driveways and parking areas. (pg. 26) 505.2 Heat island mitigation.
(pg. 54) (pg. 56) (pg. 59) (pg. 60) (pg. 60)
801 INDOOR AND OUTDOOR WATER USE
(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 6 9 13 4 38 8 4 12 7 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
I. II. III. IV.
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. 109 TOTAL ESTIMATED POINTS ELIGIBLE BY THIS DESIGN:
PASSIVE SHED 1 NAHB GREEN BUILDING STANDARD 03-026
PROJECT NUMBER: DATE:
20 DECEMBER, 2010
DRAWN BY: CHECKED BY:
A-00-3 SCALE
1/3/2011 8:53:36 AM
IV. III. II. I.
FREEGREEN.com STANDING SEAM METAL ROOFING TYP 1 T&G SHIP LAP CEDAR SIDING TYP 1
© COPYRIGHT BY HOUSEPLANS LLC ALL RIGHTS RESERVED.
7
5
5
5
6
6
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
2
2
7' - 0"
1 3
EGRESS
EGRESS SLIDER DOOR
T.O. SLAB ON GRADE EL: 0'-0"
5' - 0"
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.
GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10'
TELLIS SHADE SCREEN 4
POURED CONC PATIO SLAB ON GRADE 2
SLIDER DOOR
1x6 T&G CEDAR SOFFIT
B.O. WINDOW HEADER
8
B.O. WINDOW HEADER
7' - 0"
B.O. WINDOW HEADER
10' - 5"
T.O. LOW END WALL PANEL EL: 8'-2 5/8"
3' - 5"
NOTES:
8' - 2 5/8"
11' - 4 13/16"
3' - 2 3/16"
T.O. HIGH END WALL PANEL EL: 11'-4 13/16"
1
FOR CONSTRUCTION ASSEMBLIES, SEE PAGE "A-00-1" IN THIS SET.
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
FACE OF GLU-LAM BEAM TO BE SEALED WITH CLEAR COAT EXTERIOR GRADE VARNISH.
4
FOR TRELLIS SHADE AWNING DETAILS SEE PAGE "A-06-1" IN THIS SET.
GLU-LAM BEAM AS REQ PER STRUCTURAL ENGINEER 3 6" STEEL LALLY COLUMN
12" THICK POURED CONC SUPPORT WALL
GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10'
POURED CONC PATIO SLAB ON GRADE 2
T.O. FOOTING EL: (-) 5'-0"
POURED CONC FOOTING BELOW FROST DEPTH
FRONT ELEVATION 1/4" = 1'-0"
STANDING SEAM METAL ROOFING TYP 1 2" / 1'-0
"
T&G SHIP LAP CEDAR SIDING TYP 1
SIZE 2x2 2x2 2x2
1x1 1x8
2x4 RIP TO FIT 1x6 1x8 SHIP LAP
T.O. LOW END WALL PANEL EL: 8'-2 5/8"
5' - 0"
GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10'
B.O. WINDOW HEADER
TRELLIS SHADE AWNING
7' - 0"
4
1' - 6"
8' - 2 5/8"
TEMPERED
T.O. SLAB ON GRADE EL: 0'-0"
3
GLU-LAM BEAM AS REQ PER STRUCTURAL ENGINEER 3
6" STEEL LALLY COLUMN
12" THICK POURED CONC SUPPORT WALL
GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10'
POURED CONC FOOTING BELOW FROST DEPTH
RIGHT ELEVATION 1/4" = 1'-0"
No.
UNIT TYPE
1 2 3 4 5
CASEMENT RIGHT AWNING AWNING AWNING FIXED
6
FIXED
7 8 9
FIXED FIXED TRAP
WINDOW SCHEDULE UNIT DESCRIPTION ROUGH WIDTH
ROUGH HEIGHT
QUANTITY
3' - 1" 4' - 1" 4' - 1" 3' - 1" 12' - 1"
4' - 1" 2' - 1" 2' - 1" 2' - 1" 2' - 1"
2 1 2 1 3
8' - 1"
2' - 1"
2
4' - 1" 3' - 1" 4' - 1"
2' - 1" 2' - 1" 2' - 1"
1 1 1
9
T.O. FOOTING EL: (-) 5'-0"
2
LOCATION / TYPE HEAD WINDOWS & JAMB DOORS SILL OUTSIDE CORNERS INSIDE CORNERS ROOF FASCIA BAND BOARD LOWER BAND BOARD UPPER GABLE FRIEZE SOFFIT FRIEZE SOFFIT - COVERED ENTRY SOFFIT - RAKE & EAVE SIDING 1 SIDING 2 SIDING 3
EXTERIOR TRIM AND SIDING SCHEDULE MATERIAL FINISH CLEAR CEDAR STAIN & CLEAR CLEAR CEDAR STAIN & CLEAR CLEAR CEDAR STAIN & CLEAR N/A CLEAR CEDAR STAIN & CLEAR CLEAR CEDAR STAIN & CLEAR N/A N/A N/A CLEAR CEDAR STAIN & CLEAR N/A CLEAR OR KNOTTY CEDAR STAIN & CLEAR CLEAR OR KNOTTY CEDAR STAIN & CLEAR
TEMPERED
MULLED, TEMPERED MULLED, TEMPERED TEMPERED TEMPERED TEMPERED
REVISION SCHEDULE: No.
Description
Date
WINDOW & DOOR ROUGH OPENINGS REPRESENTED IN THESE SCHEDULES ARE SUGGESTED VALUES ONLY. SPECIFIC UNIT DIMENSIONS AND ROUGH OPENINGS VARY WIDELY PER MANUFACTURER. IT IS RECOMMENDED THAT ALL WINDOW & DOOR UNITS BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATION AND INSTALLATION INSTRUCTIONS. FOR BEST PRACTICE SUGGESTED INSTALLATION METHODS SEE DETAILS ON PAGE "A-04-1" IN THIS SET.
No.
UNIT TYPE
1 2 3 4 5
IN-SWING, ENTRY SLIDING GLASS SLIDING GLASS SWING SWING
DOOR SCHEDULE UNIT DESCRIPTION ROUGH WIDTH GLASS SLAB TEMPERED TEMPERED FLUSH SLAB FLUSH SLAB
3' - 1" 12' - 1" 8' - 1" 2' - 8" 5' - 1"
PROJECT NAME:
ROUGH HEIGHT
QUANTITY
7' - 1" 7' - 1" 7' - 1" 7' - 2 1/2" 7' - 4"
1 1 1 7 1
PASSIVE SHED 1 ELEVATIONS 03-026
PROJECT NUMBER: DATE: DRAWN BY: CHECKED BY:
20 DECEMBER, 2010 Author Checker
A-01-1 SCALE
1/4" = 1'-0"
1/3/2011 8:53:37 AM
3' - 2 3/16"
T.O. HIGH END WALL PANEL EL: 11'-4 13/16"
11' - 4 13/16"
1
FREEGREEN.com
1
STANDING SEAM METAL ROOFING TYP 1
© COPYRIGHT BY HOUSEPLANS LLC ALL RIGHTS RESERVED.
T&G SHIP LAP CEDAR SIDING TYP
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
EGRESS
12" THICK POURED CONC SUPPORT WALL
11' - 4 13/16"
3
8' - 2 5/8"
4
1
B.O. WINDOW HEADER
6" STEEL LALLY COLUMN
7' - 0"
GLU-LAM BEAM AS REQ PER STRUCTURAL ENGINEER
1
FOR CONSTRUCTION ASSEMBLIES, SEE PAGE "A-00-1" IN THIS SET.
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
FACE OF GLU-LAM BEAM TO BE SEALED WITH CLEAR COAT EXTERIOR GRADE VARNISH.
4
FOR TRELLIS SHADE AWNING DETAILS SEE PAGE "A-06-1" IN THIS SET.
GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10'
2
5' - 0"
T.O. SLAB ON GRADE EL: 0'-0"
GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10'
POURED CONC PATIO SLAB ON GRADE
T.O. FOOTING EL: (-) 5'-0"
POURED CONC FOOTING BELOW FROST DEPTH
REAR ELEVATION 1/4" = 1'-0"
STANDING SEAM METAL ROOFING TYP T&G SHIP LAP CEDAR SIDING TYP
" 2" / 1'-0
T.O. HIGH END WALL PANEL EL: 11'-4 13/16"
T.O. LOW END WALL PANEL EL: 8'-2 5/8"
TRELLIS SHADE AWNING 4
POURED CONC PATIO SLAB ON GRADE
11' - 4 13/16"
1
3' - 2 3/16"
1
8' - 2 5/8"
REVISION SCHEDULE: No.
Description
Date
2
T.O. SLAB ON GRADE EL: 0'-0"
GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10'
GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10'
PROJECT NAME: T.O. FOOTING EL: (-) 5'-0"
2
PASSIVE SHED 1 ELEVATIONS
LEFT ELEVATION 1/4" = 1'-0"
03-026
PROJECT NUMBER: DATE: DRAWN BY: CHECKED BY:
20 DECEMBER, 2010 Author Checker
A-01-2 SCALE
1/4" = 1'-0"
1/3/2011 8:53:38 AM
1
5' - 0"
3
5' - 3" B.O. WINDOW HEADER
T.O. LOW END WALL PANEL EL: 8'-2 5/8"
3' - 2 3/16"
T.O. HIGH END WALL PANEL EL: 11'-4 13/16"
FREEGREEN.com
VENT RANGE HOOD THROUGH WALL OR CEILING
3' - 0"
A-01-2
A-03-1
DESK TOP W/ BASE DRAWS
REAR ELEVATION1
42" REF
18" B
24" B
24" B
36" RANGE
24" B
24" B
7' - 9"
3' - 3" 1' - 6"
1
T.O. SLAB TO B.O. SOFFIT
SOFFIT CUSTOM SHELVING W/ CONCEALED FASTENERS
CUSTOM SHELVING W/ CONCEALED FASTENERS
© COPYRIGHT BY HOUSEPLANS LLC ALL RIGHTS RESERVED. NOTES:
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
BUILDER TO APPLY 5/8" TYPE "X" GYPSUM TO WALL & CLG. THROUGHOUT. TIGHTLY SEAL SHARED SURFACES BETWEEN MECH ROOM & CONDITIONED SPACES. PAINT MECH ROOM WALLS & CEILING. COMBUSTION FURNACE OR WATER HEATING EQUIPMENT MUST BE VENTED AS PER MANUFACTURES SPECIFICATIONS & MEET ALL LOCAL CODE REQUIREMENTS.
3
VENT AS PER MANUFACTURERS SPECIFICATIONS.
4
DRIP PAN AND FLOOR DRAIN UNDER WASHER IN LAUNDRY AREA. VENT DRYER THROUGH ADJACENT EXT WALL OR UP THROUGH ROOF.
5
PROVIDE SHOWER PAN WALL TILE AND TEMPERED GLASS SHOWER ENCLOSURE. OMIT SILL AND PROVIDE SEAT IN CONCRETE AT ENTRY DOORS. BEVEL EDGE OF CONCRETE SO WATER DRAINS AWAY FROM DOOR. DOOR THRESHOLD MUST HAVE BACK STOP TO ALLOW FOR FINISH CONCRETE TOP COAT POUR.
36" B
72' - 5"
COUNTER TOP 8' - 0"
3' - 1"
5' - 3"
3' - 1"
1
4' - 11 1/4"
4' - 1"
6' - 9"
3' - 1"
34' - 1 3/4"
2
IE 1 1/4" = 1'-0"
7
6
1
3
LINE OF ROOF ABOVE
4
1
6
36" RANGE
FLOOR PLAN VIEW LEGEND
2IE 1 36" B
4
DW
9 4
D 24" B
4
D
24" B
2
BED 1
4
3
4' - 1"
STACKED LAUNDRY 4
4
3' - 3 1/2"
3' - 9 1/2"
D
TEMPERED
9' - 2" 4' - 1"
5' - 8 3/4"
2 LEFT ELEVATION
A-01-2
5' - 8 3/4"
BED 3
EGRESS
SLIDER DOOR
REQUIRED CLEARANCE, HIDDEN OBJECT OR SWING PROJECTION 4x4 WOOD POST 4x6 WOOD POST
A-01-1
6x6 WOOD POST LALLY COLUMN DIRECTION OF FRAMING ABOVE
EGRESS
PATIO 1 1
2
FACE OR EDGE OF OBJECT BELOW
3 6
LINE OF ROOF ABOVE
OBJECT OVERHEAD AS SPECIFIED ON PLAN
SLIDER DOOR
2
1
LOAD BEARING INT PARTITION
CENTER LINE OF BEAM ABOVE AS REQ, U.O.N.
EXPOSED BEAM ABOVE
COMMON RM
EXPOSED BEAM ABOVE
6
LOCATION OF CEILING DROP / SOFFIT ABOVE
NOTE:
PATIO 2
7
POURED CONCRETE PATIO SLAB ON GRADE. FINISH WITH TEXTURE OR PAVERS. UNDERSIDE OF ROOF OVERHANGS TO BE 1x6 CLEAR CEDAR.
POURED CONC WALL
1' - 6"
20' - 0"
2
3' - 10"
3' - 4"
MECH.
5
3' - 4 1/2"
12" B
A-02-1 4
3' - 2 3/4"
1' - 0"
24" B
7
2x4 OR 2x6 STUD WALL UN-INSULATED
3' - 3"
BATH 1 24" B
4
3' - 8 1/2"
RIGHT ELEVATION
9' - 7"
20' - 0"
19' - 6"
R.O.
8' - 0"
3' - 8 1/4"
2' - 10 1/2"
4' - 2 1/4"
5' - 6"
BED 2
D
CL
24" B
10' - 10"
24" B
3
R.O.
24" B
2x4 OR 2x6 STUD WALL W/ INSULATION
5' - 3"
24" B
4' - 1"
18" B
5
EXPOSED BEAM ABOVE
TEMPERED
ENTRY
6' - 2 3/4"
12' - 5 3/4"
36" MICROWAVE 6' - 2 3/4"
42" REF
3' - 2 3/4"
EGRESS
1
12" THICK POURED CONC FOUNDATION WALL
7
DIMENSIONS TO EXTERIOR WALLS REFERENCE FACE OF STUD. DIMENSIONS TO INTERIOR PARTITIONS REFERENCE CENTER OF 2x4 OR 2x6 STUD.
REVISION SCHEDULE: No.
Description
Date
DIMENSIONS TO POSTS REFERENCE CENTER LINE OF POSTS
8' - 0"
3' - 1"
3' - 0"
4' - 1"
6' - 9 1/2"
12' - 1"
13' - 4"
8' - 1"
R.O.
R.O.
R.O.
R.O.
1
1
1
1
62' - 5"
3' - 11 1/2"
4' - 1"
4' - 11"
R.O. 1' - 0" 10' - 0"
PROJECT NAME:
72' - 5"
A-01-1
PASSIVE SHED 1 ENTRY LEVEL FLOOR PLAN 03-026
PROJECT NUMBER:
ENTRY LEVEL FLOOR PLAN 1 1/4" = 1'-0"
DATE: DRAWN BY: CHECKED BY:
20 DECEMBER, 2010 Author Checker
A-02-1 SCALE
1/4" = 1'-0"
1/3/2011 8:53:40 AM
1FRONT ELEVATION
FREEGREEN.com
© COPYRIGHT BY HOUSEPLANS LLC ALL RIGHTS RESERVED. NOTES: 1
FOR CONSTRUCTION ASSEMBLIES, SEE PAGE "A-00-1" IN THIS SET.
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
FOR TRELLIS SHADE AWNING DETAILS SEE PAGE "A-06-1" IN THIS SET.
OPTIONAL SOLAR ARRAY (DETAILED BY MANUFACTURER)
2x8 CANTILEVERED JOISTS
1x6 T&G CLEAR CEDAR SOFFIT
T.O. HIGH END WALL PANEL EL: 11'-4 13/16"
2" / 1'-0
"
STANDING SEAM METAL ROOFING TYP
NOTCH END RAFTERS
STRUCTURAL HEADER ABOVE AS REQ
3' - 2 3/16"
1
8'-0" JOIST BACKSPAN 16" LVL OR TGI RAFTERS @ 24" O/C OR AS REQ PER STRUCTURAL ENGINEER
T.O. LOW END WALL PANEL EL: 8'-2 5/8"
GUTTER AND DOWNSPOUT
11' - 4 13/16"
1' - 6"
STRUCTURAL HEADER ABOVE AS REQ
DUCT CHASE SOFFIT FRAMED W/ 2x3
1' - 6"
7' - 0"
8' - 2 5/8"
1' - 0"
3 TRELLIS SHADE SCREEN
PROVIDE SOLID BLOCKING IN WALL FRAMING BEHIND SHELVES
3' - 0"
OPTIONAL RAIN WATER HARVEST SYSTEM (DETAILED BY MANUFACTURER)
DECK OR PATIO 2
SLAB ON GRADE 1
T.O. SLAB ON GRADE EL: 0'-0"
5' - 0"
NOTE: GROUND SLOPES AWAY FROM WALL @ 5% OR 6" PER 10'
INSULATION CONFIGURATION IN THIS WALL SECTION REFLECT THE "GOOD PERFORMANCE OPTION". SEE CONSTRUCTIONS ASSEMBLIES PAGE "A-00-1" IN THIS SET FOR COMPLETE DETAILS AND AVAILABLE OPTIONS.
REVISION SCHEDULE: No.
Description
Date
T.O. FOOTING EL: (-) 5'-0"
PROJECT NAME:
SECTION 1 1/2" = 1'-0"
PASSIVE SHED 1 BUILDING SECTION 03-026
PROJECT NUMBER: DATE: DRAWN BY: CHECKED BY:
20 DECEMBER, 2010 Author Checker
A-03-1 SCALE
1/2" = 1'-0"
1/3/2011 8:53:40 AM
1
FREEGREEN.com SIDING AS PER CONSTRUCTION ASSEMBLIES PAGE AIR SPACE PROVIDED BY FURRING STRIPS AS SPECIFIED ON CONSTRUCTION ASSEMBLIES PAGE ROOF CONSTRUCTION: (TOP DOWN) STANDING SEAM OR CORRUGATED METAL ROOFING ROSIN PAPER SLIP SURFACE FULLY ADHERED MEMBRANE WATERPROOFING (I.E. ICE & WATER SHIELD) 5/8" PLYWOOD OR OSB SHEATHING AS NAIL BASE 1 3/4"x16" LVL RAFTERS @ 24" O/C W/ SPRAY FOAM INSULATION 1x3 STRAPPING AT 16" O/C 1/2" GYPSUM BOARD W/ VAPOR SEMI-PERMEABLE LATEX PAINT -
POLYETHYLENE FLASHING BETWEEN HORIZONTAL RIGID INSULATION JOINTS TO LAP OVER SHEATHING TAPE INSECT MESH (NOT SHOWN FOR DRAWING CLARITY)
ALUMINUM OR COPPER DRIP FLASHING SHEATHING TAPE TO LAP OVER TOP OF ADHESIVE BACKED FLASHING AT WINDOW HEAD
LEAVE BOTTOM EDGE OF POLYETHYLENE LOOSE
SEALANT BETWEEN SHEATHING & WOOD REQUIRED FOR INTERIOR AIR BARRIER
WINDOW TRIM AS PER CONSTRUCTION ASSEMBLIES PAGE USE SHIPLAPPED VERTICAL JOINTS IF AVAILABLE; OTHER-WISE USE MASTIC, ADHESIVE SEALANT, OR SHEATHING TAPE FOIL FACED OR XPS RIGID INSULATION STUD FRAMED WALL WITH OR WITHOUT SHEATHING AS SPECIFIED IN TYPICAL WALL SECTION
ADHESIVE BACKED FLASHING OVER NAILING FIN AT WINDOW HEAD
© COPYRIGHT BY HOUSEPLANS LLC ALL RIGHTS RESERVED. NOTES: SEALANT CONT AROUND EDGE OF BLOCKING DBL 2x_ BLOCKING BETWEEN LADDER TRUSS RAFTERS
SEALANT TAPE GABLE FLASHING
WINDOW HEAD NAILING FIN W/ BACK CAULKING WINDOW UNIT AS PER SCHEDULE CLEAT
WOOD BLACK DAM INSTALLED ON SILL PLATE UNDER ADHESIVE BACKED FLASHING INSTALL CORNER PATCHES AT SILL
3/8" AIR SPACE REQ FOR PROPER VENTING OF RAIN SCREEN
SILL EXTENSION IF APPLICABLE TWO PIECE ADHESIVE BACKED FLASHING TO LAP OVER SILL PLATE, WOOD BACK DAM AND TO FOLD UP ONTO JAMS OF OPENING
2x8 LADDER FRAMED RAKE OVERHANG 1x8 TRIM TO MATCH WINDOW & DOORS SEALANT MIN 3/8" AIR SPACE REQ AT TOP & BOTTOM OF RAIN SCREEN FOR PROPER VENTING
INSECT MESH (NOT SHOWN FOR DRAWING CLARITY)
ADHESIVE BACKED FLASHING LAPPED ONTO SILL & OVER WOOD BACKDAM
STUD FRAMED WALL WITH OR WITHOUT SHEATHING AS SPECIFIED IN TYPICAL WALL SECTION
HEAD / SILL
JAMB STANDING SEAM METAL ROOFING RAKE 3 3" = 1'-0"
SUGGESTED WINDOW INSTALLATION 2 3" = 1'-0"
SEALANT TAPE @ CORNERS
SEALANT @ MITER JOINT SEALANT TAPE AT CORNERS
GALV STEEL OR S.S. FASTENERS SPACING AS REQ
GALV STEEL OR S.S. FASTENERS SPACING AS REQ REVISION SCHEDULE: No.
VENTED HORZ FURRING STRIPS SPACING AS REQ.
INSTALL SHEATHING TAPE OVER TOP EDGE OF ADHESIVE MEMBRANE STRIP AT WINDOW HEAD FLANGE OVERLAP LOOSE POLYETHYLENE FLASHING OVER TOP EDGE OF SHEATHING TAPE
1/2" x 2 1/2" PT VERT FURRING STRIPS SPACING AS REQ
BUILDING PAPER OR HOUSE WRAP DRAINAGE W/ MIN 6" OVERLAP AT JOINTS
1/2" SHEATHING
1x8 OR 1x6 CEDAR PLANKS
SEALANT @ MITER JOINT INUSLATED WALL SYSTEM
1x8 OR 1x6 T&G V-GROOVE OR SHIP LAP CEDAR PLANKS
1/2" GYPSUM BOARD (WALL & CEILING)
PROJECT NAME:
PASSIVE SHED 1 DETAILS 1
RETICULATED FOAM INSECT MESH AT TOP & BOTTOM OF WALL OVER LAP SHEATHING & RIGID INSULATION 3/4" OVER EDGE OF FOUNDATION WALL
SUGGESTED WINDOW INSTALLATION 1" = 1'-0"
Date
1 1/2" XPS RIGID INSULATION (ACTS AS DRAINAGE PLANE) 1/2" SHEATHING
1
Description
T&G CEDAR SIDING - RAIN SCREEN ISOMETRIC DETAIL 4 1" = 1'-0"
T&G CEDAR SIDING - RAIN SCREEN CORNER DETAIL 5 3" = 1'-0"
03-026
PROJECT NUMBER: DATE: DRAWN BY: CHECKED BY:
20 DECEMBER, 2010 Author Checker
A-04-1 SCALE
As indicated
1/3/2011 8:53:41 AM
AFTER FLANGED WINDOW IS INSERTED INTO OPENING, INSTALL STRIPS OF ADHESIVE MEMBRANE FIRST OVER WINDOW JAMB FLANGES, SECOND OVER WINDOW HEAD FLANGE
1'-0" OVERHANG
USE SHIPLAPPED VERTICAL JOINTS IF AVAILABLE; OTHER-WISE USE MASTIC, ADHESIVE SEALANT, OR SHEATHING TAPE
FOIL FACED OR XPS RIGID INSULATION
MITER & SEAL CORNER JOINTS
1x6 T&G CLEAR CEDAR SOFFIT
FURRING STRIPS AS SPECIFIED ON CONSTRUCTION ASSEMBLIES PAGE
BLOCKING AT SILL ONLY TO RUN LENGTH OF WINDOW ROUGH OPENING
FLANGED WINDOW INSERTED INTO OPENING, FLANGES BACK-CAULKED BETWEEN RIGID INSULATION AND FLANGE
FULLY-ADHERED MEMBRANE WATERPROOFING
ADHESIVE BACKED FLASHING TO LAP OVER WINDOW NAILING FIN
FREEGREEN.com
CUT BACK SIDING TO ALLOW SPACE FOR DECKING 1/8"
FINISH FLOOR
FSC CERTIFIED TROPICAL HARDWOOD PT WOOD OR COMPOSITE DECKING SEALANT
FLASHING FASTEN TO FACE OF WALL W/ ADHESIVE SEALANT TAPE
© COPYRIGHT BY HOUSEPLANS LLC ALL RIGHTS RESERVED.
CUT BACK SIDING TO ALLOW SPACE FOR DECKING
4" CONC SLAB ON GRADE
FSC CERTIFIED TROPICAL HARDWOOD PT WOOD OR COMPOSITE DECKING
1/8"
FINISH FLOOR
NOTES:
1" EPS RIGID INSULATION AS THERMAL BREAK
DBL 3/8" HDG LAG BOLTS & WASHERS @ 32" O/C
CONC FOUNDATION WALL AS REQ
JOIST HANGER BEYOND
SEALANT CUSTOM FLASHING BASE CAP FOR RIGID INSULATION. FASTEN INTO SHEATHING, APPLY ADHESIVE STRIP OVER OUTER MOST FLANGE
1/4" PLASTIC SPACER 2x8 PT LEDGER
4" CONC SLAB ON GRADE 1" EPS RIGID INSULATION AS THERMAL BREAK
2x8 PT LEDGER
DECK LEDGER @ WALL - SLAB ON GRADE FLOOR 1 3" = 1'-0"
3/4"
DBL 2x8 PT DECK BEAM DOOR UNIT AS PER PLANS
1/8"
OMIT PT SILL PLATE AT ENTRY DOORS & RECESS DOOR UNIT INTO CONC. SLOPE RECESS TO DRAIN FINISH FLOOR
1/2"
CONC FOUNDATION WALL AS REQ
HDG DECK BEAM ANCHOR AS REQ CONC SUPPORT AS REQ
FSC CERTIFIED TROPICAL HARDWOOD PT WOOD OR COMPOSITE DECKING
SEALANT
4" CONC SLAB ON GRADE 1" EPS RIGID INSULATION AS THERMAL BREAK
DBL 3/8" HDG LAG BOLTS & WASHERS @ 32" O/C
CONC FOUNDATION WALL AS REQ
JOIST HANGER BEYOND
DECK LEDGER @ WALL - SLAB ON GRADE FLOOR 3 3" = 1'-0"
1/4" PLASTIC SPACER 2x8 PT LEDGER
DECK LEDGER @ DOOR - SLAB ON GRADE FLOOR 2 3" = 1'-0"
DOOR UNIT AS PER PLANS
OMIT PT SILL PLATE AT ENTRY DOORS & RECESS DOOR UNIT INTO CONC. SLOPE RECESS TO DRAIN FINISH FLOOR
FSC CERTIFIED TROPICAL HARDWOOD PT WOOD OR COMPOSITE DECKING DBL PT 2x_ HEADER PT 2x4 NAILER
SEALANT CUSTOM PAN FLASHING FOR DOOR SILL
2 1/2" WOOD SCREWS PAINT ON WOOD PRESERVATIVE @ ALL CUTS
4" CONC SLAB ON GRADE
PT 2x12 NOTCHED STRINGERS
1" EPS RIGID INSULATION AS THERMAL BREAK 2x8 PT LEDGER
PT 2x4 BRACING NAILED TO STRINGER
DECK STAIR TREAD. MATERIAL TO BE PT 1x_, COMPOSITE DECKING, PT OR FSC CERTIFIED TROPICAL HARDWOOD. PT 2x4 KICK BOARD OVER 4" CONC SLAB 1/2" DIA x 6" BOLTS EPOXIED INTO SLAB
CONC FOUNDATION WALL AS REQ
REVISION SCHEDULE: No.
Description
Date
3/4"
DBL 2x8 PT DECK BEAM
HDG DECK BEAM ANCHOR AS REQ CONC SUPPORT AS REQ
PROJECT NAME:
PASSIVE SHED 1 DETAILS 2 03-026
PROJECT NUMBER:
DECK STAIR - ISOMETRIC DETAIL 5 1" = 1'-0"
DATE: DRAWN BY: CHECKED BY:
GOOD PERFORMANCE DECK OPTION
20 DECEMBER, 2010 Author Checker
A-04-2
VERY GOOD PERFORMANCE DECK OPTION SCALE
As indicated
1/3/2011 8:53:42 AM
DECK LEDGER @ DOOR - SLAB ON GRADE FLOOR 4 3" = 1'-0"
VENT THROUGH ROOF
FREEGREEN.com SEALANT AT ALL SLAB PENETRATIONS VENT STACK PERFORATED DRAIN PIPE ADDED TO "T" TO COUPLE SUB-SLAB PRESSURE FIELD TO VENT STACK
CONC. SLAB AS REQ 2" XPS RIGID INSULATION AS REQ 4"-6" GRANULAR CAPILLARY BREAK & DRAINAGE PAD NO FINES
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED. GENERAL:
1
FOOTING AND WALL DESIGN AND SPECIFICATIONS SHOULD BE BASED UPON ACTUAL SOIL CONDITIONS AT THE SITE, INCLUDING BEARING CAPACITY, DRAINAGE CAPABILITY AND LATERAL LOADING CHARACTERISTICS. THIS FOUNDATION PLAN PROVIDES THE CORRECT LOCATION AND HEIGHT OF FOUNDATION WALLS AND CONCRETE SUPPORTS TO ACCOMMODATE THE BUILDING DESIGN HOWEVER IT DOES NOT SPECIFY FOOTING DIMENSIONS, RETAINING WALLS OR STEEL REINFORCING REQUIREMENTS. THIS FOUNDATION PLAN MUST BE APPROVED BY A STRUCTURAL ENGINEER AND CODE OFFICIAL BASED ON YOUR SPECIFIC SITE LOCATION PRIOR TO CONSTRUCTION.
A-01-2
A-03-1 REAR ELEVATION1
IN EPA ZONE 1 & 2 RADON AREAS, INSTALL RADON RESISTANT FEATURES BELOW THE SLAB. AT A MINIMUM, INSTALL ONE SOIL VENT PER PORTION OF FOUNDATION OR EVERY 1,500 SF. EPA RADON MAP BY COUNTY IS AVAILABLE AT: http://www.epa.gov/radon/zonemap.html
72' - 5"
CONCRETE: AT A MINIMUM CONCRETE WALLS AND FOOTINGS TO ATTAIN A 28 DAY COMPRESSIVE STRENGTH OF 2500 P.S.I. OR THAT SPECIFIED IN THE LOCAL BUILDING CODE, WHICHEVER IS GREATER. VERIFY WITH STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.
RADON DE-PRESSURIZATION DETAIL 1 1" = 1'-0"
REBAR, ANCHOR BOLTS & HOLD DOWNS: ALL WALL AND FOOTING STEEL REINFORCEMENT BARS SPECIFIED BY STRUCTURAL ENGINEER TO BE RUST-FREE PRIOR TO POURING AND ENCAPSULATED BY CONCRETE AFTER THE WALL CONCRETE IS PLACED. ANCHOR BOLTS TO BE 5/8" DIA W/ 3"x3"x1/4" PLATE WASHER. SPACING OF ANCHOR BOLTS, HOLD DOWNS AND EMBEDMENT REQUIREMENTS TO BE SPECIFIED BY STRUCTURAL ENGINEER.
1' - 0" 4' - 6 1/2"
CONTROL JOINTS:
8" POURED CONC FOUNDATION WALL 1' - 0"
POURED CONC FOOTING BELOW FROST DEPTH AS REQ
FOUNDATION WALL CONTROL JOINTS TO BE 1" DEEP VERTICAL SAW-CUT ON BOTH SIDES OF WALL. ON EXT FACE OF WALL, FILL JOINT WITH FLEXIBLE SEALANT PRIOR TO BACKFILL. PROVIDE JOINTS WITHIN 1'-6" FROM CORNERS AND EVERY 20' O/C MAX ALONG THE WALL AND AT ALL WINDOW OPENINGS.
2IE 1 2' - 0"
10' - 10"
FOUNDATION SLAB CONTROL JOINTS TO BE 1" DEEP SAW-CUT. PROVIDE JOINTS AS SPECIFIED ON PLAN.
NOTES:
12" THICK POURED CONC FND WALL W/ POURED CONC FOOTING 2 BELOW FROST DEPTH
1
TOILET PLUMBING DROP. VERIFY IN FIELD ALL DIMENSIONS.
2
REINFORCING REQUIREMENTS TO BE SPECIFIED BY STRUCTURAL ENGINEER.
8' -5 +/
FOUNDATION PLAN LEGEND
" 16 5/
POURED CONC WALL AS REQ
9' - 2"
. I.F V.
POURED CONC FOOTING BELOW FROST DEPTH AS REQ
1
1' - 6"
LEFT ELEVATION
2
RIGHT ELEVATION
-3
- 4" CONC SLAB W/ STEEL REINFORCING AS REQ PER STRUCTURAL ENGINEER - 4" XPS RIGID INSULATION (UNDER ENTIRE SLAB) - 4"-6" GRANULAR CAPILLARY BREAK AND DRAINAGE PAD (NO FINES) - UNDISTURBED NATIVE SOIL
8" POURED CONC FOUNDATION WALL A-01-2
1
30' - 0"
20' - 0"
SLAB ON GRADE CONSTRUCTION (SLAB ON GRADE)
1' - 6"
A-02-1
2
CONC FOOTING BELOW FROST DEPTH AS REQ 4" DIA PEFORATED DRAIN PIPE (HOLES FACING DOWN U.O.N.) A-01-1
CENTER LINE OF BEAM ABOVE OR SUPPORT AS REQ, U.O.N. CONTROL JOINT PLUMBING DROP AS SPECIFIED
16' - 11 1/2"
9' - 0"
POINT LOAD FROM ABOVE
12" THICK POURED CONC FND WALL W/ POURED CONC FOOTING 2 BELOW FROST DEPTH
REVISION SCHEDULE: No.
Description
Date
PROJECT NAME:
62' - 5"
10' - 0" 72' - 5"
PASSIVE SHED 1 FOUNDATION PLAN
1FRONT ELEVATION
DATE: DRAWN BY: CHECKED BY:
2
03-026
PROJECT NUMBER:
20 DECEMBER, 2010 Author Checker
A-05-1
FOUNDATION PLAN 1/4" = 1'-0" SCALE
As indicated
1/3/2011 8:53:43 AM
A-01-1
FREEGREEN.com
1
A-01-2
© COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
A-03-1 REAR ELEVATION1
GENERAL: 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.
72' - 5"
MATERIAL SPECIFICATIONS: (VERIFY W/ LOCAL CODE)
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 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
LVL RAFTERS THAT EXTEND OUT OVER LOW EAVE OF ROOF TO BE NOTCHED TO 7 1/4"
1' - 0 1/2"
6' - 0 1/2"
2x8 CONT SUB FASCIA
2x8 CONT SUB FASCIA
FRAMING PAGE LEGEND PROVIDE SOLID BLOCKING BETWEEN RAFTERS NOTCH AROUND CANTILEVERED 2x8s
PROVIDE SOLID BLOCKING BETWEEN RAFTERS NOTCH AROUND CANTILEVERED 2x8s
COLUMN SUPPORT BELOW
GLU-LAM BEAM AS REQ PER 2 STRUCTURAL ENGINEER
16" LVL OR TGI RAFTERS @ 24" O/C (OR AS REQ PER STRUCTURAL ENGINEER)
POINT LOAD FROM ABOVE
FRAME THIS RAFTER FLUSH AGAINST FACE OF SHEATHING
PLUMBING DROP OPEN WEB FLOOR TRUSS BOTTOM CHORD BEARING
2IE 1
2x8 LADDER FRAMED RAKE OVERHANG
PROVIDE 2x8 LADDER FRAMED BLOCKING BETWEEN LAST TWO RAFTERS FOR BRACING
A-02-1
OPEN WEB FLOOR TRUSS TOP CHORD BEARING
20' - 0"
WOOD BEAM
16' - 0 1/2"
RIGHT ELEVATION
BACK SPAN
8' - 0"
FRAME THIS RAFTER FLUSH AGAINST FACE OF SHEATHING
2
PROVIDE SOLID BLOCKING BETWEEN RAFTERS NOTCH AROUND CANTILEVERED 2x8s
PROVIDE SOLID BLOCKING BETWEEN RAFTERS NOTCH AROUND CANTILEVERED 2x8s
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: 1
CANTILEVERED 2x8 RAFTERS TO BE SISTERED TO FACE OF ADJACENT LVL RAFTER. BLOCKING BETWEEN RAFTERS TO BE NOTCHED AROUND THESE JOISTS.
STRUCTURAL FRAMING MEMBER AS NOTED
2
TOP OF BEAM ELEVATION TO BE 8'-11 1/2" ABOVE TOP OF SLAB ON GRADE.
2x_ SOLID BRIDGING
3
TOP OF BEAM ELEVATION TO BE 10'-8 1/8" ABOVE TOP OF SLAB ON GRADE.
LOAD BEARING PARTITION
4
TOP OF BEAM ELEVATION TO BE 12'-2 1/2" ABOVE TOP OF SLAB ON GRADE.
GLU-LAM BEAM AS REQ PER 4 STRUCTURAL ENGINEER
JOIST OR BEAM HANGER ANGLE TYPE HANGER
A-01-1
NOTE: DIMENSIONS ON THIS PAGE REFERENCE FACE OF ROUGH FRAMING U.O.N.
OVERHANG
4' - 0"
LEFT ELEVATION
2
GLU-LAM BEAM AS REQ PER 3 STRUCTURAL ENGINEER
GRADE D.F. #2 D.F. #2 D.F. #1 D.F. #1
WOOD BEAM MINIMUM ALLOWABLE BENDING STRESS: MEMBERS Fb (PSI) GLUED LAMINATED TIMBERS 2400 LAMINATED VENEER LUMBER 2700
STEEL BEAM
2x8 LEDGER OVER FACE OF SHEATHING
A-01-2
SAWN STRUCTURAL FRAMING MEMBERS: MEMBERS 2x_ WALL STUDS 2x_ FLOOR JOISTS & ROOF RAFTERS BEAMS & HEADERS POSTS (4x,6x,8x)
2x8 CANTILEVERED RAFTERS (OR AS REQ PER STRUCTURAL ENGINEER)
2x8 RAFTERS @ 24" O/C (OR AS REQ PER STRUCTURAL ENGINEER)
5
2x8 CONT SUB FASCIA
2x8 CONT SUB FASCIA
REVISION SCHEDULE: No.
62' - 5"
Description
Date
10' - 0" 72' - 5"
PROJECT NAME: 1FRONT ELEVATION
PASSIVE SHED 1 ROOF FRAMING PLAN
1
ENTRY LEVEL FLOOR PLAN 1/4" = 1'-0"
03-026
PROJECT NUMBER: DATE: DRAWN BY: CHECKED BY:
20 DECEMBER, 2010 Author Checker
A-05-2 SCALE
1/4" = 1'-0"
1/3/2011 8:53:44 AM
A-01-1
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
FREEGREEN.com
84 78 16% OF WINDOW HEIGHT
66 © COPYRIGHT BY FREEGREEN INC. ALL RIGHTS RESERVED.
60 WINDOW HEIGHT (INCHED), H
OVERHANG DEPTH (ZONE 1)
72
ABOUT THIS PAGE:
54 48
H
42 36 30
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:
24
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
IF USING WESTERN RED CEDAR 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. 16% OF WINDOW HEIGHT
54 48 42 36
H
30 24 18 12 6
12
18
24
30
36
42
48
54
60
66
72
0
78
6
12
18
24
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
BENCH WINDOW SHADING DEVICE 1" = 1'-0"
REVISION SCHEDULE: No.
66
12
18
24
30
36
42
OVERHANG DEPTH (INCHED), D
48
54
60
66
72
78
Date
D
54
H
48
PROJECT NAME:
42
PASSIVE SHED 1
36
WINDOW SHADING DETAILS
30 24 18
DATE:
12
0
03-026
PROJECT NUMBER:
DRAWN BY: CHECKED BY:
6 6
Description
60 WINDOW HEIGHT (INCHED), H
OVERHANG DEPTH (ZONE 5)
90
66
WINDOW HEIGHT (INCHED), H
OVERHANG DEPTH (ZONE 4)
30
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"
20 DECEMBER, 2010 Author Checker
A-06-1 SCALE
1" = 1'-0"
1/3/2011 8:53:45 AM
6
OVERHANG DEPTH (INCHED), D
0
FINISHES: IF USING PRESSURE TREATED WOOD 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.
