Home Address: 	                                                         
                                         City:	                         
                   State:	

Assembly 	Inspection Guidelines 1	Must

Correct	Builder

Approved	Verifier

Approved	N/A

Water-Managed Foundation	1.1 Patio slabs, walks, and driveways sloped >
0.25 in. per ft. away from home	(	(	(	(

	1.2 Final grade sloped > 0.5 in. per ft. away from home for > 10 ft.
and back-fill tamped to prevent settling 2	(	(	(	(

	1.3 Capillary break beneath all concrete slabs using either: 3

4 in. bed of > 0.5 in. clean aggregate covered with sheeting in direct
contact with the concrete slab above, OR;

4 in. uniform layer of sand overlaid with geotextile drainage matting
and covered with sheeting	(	(	(	(

	1.4 Capillary break for all crawlspace floors using either: 4

Concrete slab over lapped polyethylene sheeting, OR;

6 mil polyethylene sheeting, lapped 6-12 in. and sealed at seams,
attached to walls and piers with adhesive and furring strips	(	(	(	(

	1.5 Exterior surface of below-grade walls finished as follows:

For poured concrete, concrete masonry, and insulated concrete forms,
finish with damp-proofing coating

For wood framed walls, finish with trowel-on mastic and polyethylene or
other equivalent waterproofing	(	(	(	(

	1.6 Interior surface of below-grade walls not finished with continuous
vapor barrier	(	(	(	(

	1.7 Sump pump covers shall be air-sealed (i.e., mechanically attached
with full gasket seal or equivalent) 5	(	(	(	(

	1.8 Protected drain tile surrounded with clean gravel and fabric
filter6	(	(	(	(

Water-Managed Wall Assembly	2.1 Flashing at bottom of exterior walls
with weep holes included for masonry veneer and weep screed for stucco
cladding systems 7	(	(	(	(

	2.2 Fully sealed continuous drainage plane behind exterior cladding
that laps over flashing in 2.18	(	(	(	(

	2.3 Window and door openings fully flashed 9	(	(	(	(

Water-Managed Roof Assembly	3.1 Step and kick-out flashing at all
roof-wall intersections, extending >4” on wall surface above roof deck
and integrated with drainage plane above 10	(	(	(	(

	3.2 Guttering and downspouts empty to lateral piping that deposits
water on sloping finish grade ≥ 5 ft. from foundation or to
underground catchment system > 10 ft. from foundation 11, 12	(	(	(	(

	3.3 Self-sealing bituminous membrane or equivalent at all valleys and
roof decking penetrations	(	(	(	(

	3.4 In IECC 2006 Climate Zones 5 and higher, self-sealing bituminous
membrane or equivalent over sheathing at eaves, extending > 2 ft. up
roof deck	(	(	(	(

Building Materials	4.1 Wall-to-wall carpet not installed adjacent to
toilets and bathing fixtures (e.g., tubs and showers)	(	(	(	(

	4.2 Cement board or equivalent moisture-resistant backing material
installed behind tub and shower enclosures 13	(	(	(	(

	4.3 Piping in exterior walls installed with insulation	(	(	(	(

	4.4 In Humid-Hot and Humid-Mixed climates, permeability rating of
finishes used on interior side of exterior walls is > 1	(	(	(	(

	4.5 Building materials with visible signs of water damage or mold not
installed	(	(	(	(

	4.6 Interior walls not enclosed (e.g., with drywall) if either the
framing members or insulation products have high moisture content 14	(	(
(	(

Verifier: 	 Verifier Inspection Date: 	 Verifier Initials:	

Builder Employee: 	 Builder Inspection Date: 	Builder Initials:	

In the event that an item cannot be inspected by the verifier, the
builder may assume responsibility for verifying that the item has met
the requirements of the checklist. This option is available at the
discretion of the verifier but may not be used to verify more than three
(3) items on the checklist. This responsibility will be formally
acknowledged by the builder signing off on the checklist for the item(s)
that they verified. 

Where setbacks limit space to less than 10 ft., provide swales or drains
designed to carry water from foundation. Backfill tamping is not
required if proper drainage can be achieved using non-settling compact
soils, as determined by a certified hydrologist, soil scientist, or
engineer.

Sheeting shall be > 6 mil polyethylene sheeting overlapped 6-12 in. at
joints. Polyethylene sheeting is not required in Dry (B) climates as
defined by IECC 2004 Figure 301.1, except in U.S. EPA Zone 1 Radon
areas. In areas with free-draining soils, identified as Group 1 in the
IRC by a certified hydrologist, soil scientist, or engineer through a
site visit, a gravel layer or geotextile matting is not required.

It is recommended, but not required, that sheeting be > 10 mil
polyethylene. Polyethylene sheeting is not required for raised-pier
foundation with no walls, in Dry (B) climates as defined by IECC 2004
Figure 301.1, or in Marine climates as defined by IECC 2004 Figure 301.1
and Table 301.1 if no air handler or return ducts are installed in the
crawlspace.

Sump pump covers shall be mechanically attached with full gasket seal or
equivalent.

Protected drain tile shall be installed at the footings of basement and
crawlspace walls, level or sloped to discharge to outside grade
(daylight) or to a sump pump. The top of each drain tile pipe shall
always be below the bottom of the concrete slab or crawlspace floor.
Each pipe shall be surrounded with at least 6 inches of ½ to ¾ inc.
washed or clean gravel. The gravel layer shall be fully wrapped with
fabric cloth to prevent fouling of the drain tile.

Drainage systems equivalent to flashing are also allowed.  

Any of the following systems may be used: a monolithic weather-resistant
barrier (i.e., house wrap) sealed or taped at all joints; weather
resistant sheathings (e.g., faced rigid insulation) fully taped at all
“butt” joints; or lapped shingle-style building paper or felts.

Include pan flashing at sills, side flashing that extends over pan
flashing, and top flashing that extends over side flashing.

Intersecting wall siding shall terminate 1 in. above the roof, or higher
per manufacturer's recommendations. Continuous flashing shall be
installed in place of step flashing for metal and rubber membrane roofs.


Not required in dry climates as shown in IECC 2004 Figure 301.1 and
Table 301.1.  

Roof design without gutters is also acceptable if it deposits rainwater
to a grade-level rock bed with a waterproof liner and a drain pipe that
deposits water on a sloping finish grade > 5 ft. from foundation.
Rainwater harvesting systems may also be used to meet this requirement
when designed to properly drain overflow, meeting the discharge-distance
requirements above.

Paper-faced wall board does not meet this requirement.

For wet-applied insulation products, follow manufacturer’s drying
recommendations. As guidance, note that lumber should not exceed 18%
moisture content.

OMB Control No. xxxx-xxxx

ENERGY STAR Qualified Homes 

Water-Managed Construction Checklist

EPA Form 5900-178

The government estimates the average time needed to fill out this form
is 0.40 hours and welcomes suggestions for reducing this effort. Send
comments (referencing OMB Control Number) to the Director, Collection
Strategies

Division, U.S. EPA (2822T), 1200 Pennsylvania Ave., NW, Washington, D.C.
20460.

ENERGY STAR Qualified Homes 

Water-Managed Construction Notes

