20070110135219.pdfof cbo City of Edmonds
PLAN REVIEW COMMENTS
BUILDING DIVISION
FSI. S g90 (425) 771-0220
DATE: January 10, 2007
TO: Billy Wallace
jhbconstruction@venzon.net
FROM: Jenny Readwin, Plans Exa ne
RE: Plan Check # 2006-1374
Project: Meinke Carport Enclosure
Project Address:
During review of the above noted application, it was found that the following information,
corrections, or clarifications are needed. Please redline plans or submit two (2) sets of revised
plans/documents (affected sheets only) with a written response to each of the items below to a
Permit Coordinator.
1) The International Residential Code requires a continuous foundation under all exterior walls.
Now that the carport is being enclose please provide foundation detail and plan for continuous
foundation support around the exterior walls. See attached sample.
SAMPLE SECTION VIEW
(FOR CONVENTIONAL LIGHT -FRAME WOOD CONSTRUCTION)
Roofing material type
and weather barrier
Roof Slope (e.g. 3:12) y
Sheathing thickness, type, and nailing
pattern (e.g. 112" CDX Plywood, 8d nails,
6" o.c. at edges and 12" o.c at field)
Maintain 1" airspace
with approved baffle
Ceiling Insulation
Gutter connected R -Value (e.g. R-30 batt)
to tighlined \
downspout J
Eave venting
Three 2" holes per bay
covered with 114"
galvenized wire mesh
Siding material type
and weather barrier
Sheathing thickness, type and
nailing pattern (e.g. 1/2" CDX
Plywood, 8d nails, 6" o.c. at
edges and 12" o.c at field)
fl'
1/2" x 10" anchor bolt with nut and
washer spaced at 6' o.c. maximum,
with min. 7" embedment, 2 bolts per
piece within 12" of each end. Plate \
washers are required for each bolt
(2" x 2" x 3116" thick)
6" minimum wood- j
earth separation L
3rade shall slope away from _
Foundation walls minimum 6
riches within the first 10 Feet.
Footing are drains require
For all foundation walls that f _
enclose habitable or _—
useable space below grade.
See footing drain detail for
requirements, Attachment j
C1. VIII—
Footings must be placed on
firm, bearing, undisturbed soil
LltemplbuildinglhandoutlsfrlsedionC.vsd updated 4106
Ridge
Board size
Manufactured Truss/Rafter size,
spacing and lumber species/grade
(e.g. 2x8 HF#2 rafters at 24" on center)
Ceiling JoistfCollar Tie
size, spacing and species
Rafters/Trusses must be anchored to bearing wall with
approved framing clips (See Typical Construction Connectors)
Double top plate
Wall Insulation R -value
(e.g. R-19 kraft paper
batts face stapled)
Sheetrock thickness (e.g. 112"
Sheetrock)
Studs size, spacing and species (e.g.
2x6 HF#2 studs at 16" on tenter)
DESIGN LOADS:
Wind Speed: 80 mph
Wind Exposure: B
Seismic Zone: 3
Roof Snow Load: 25 psf
Roof Dead Load: 15 psf
Floor Live Load: 40 psf
Floor Dead Load: 15 psf
SCALE. 3/4"=V-0"
Subfloor thickness, type, and
nailing pattern (e.g. 3/4" CDX
Plywood, 8d nails, 6" o.c. at edges
Floor Insulation R -value and 12" o.c at field)
(e.g. R-19 baits)
Floor Joist size and spacing
(e.g. 2x10 HF#2 at 16" on center)
Size of pressure treated sill plate
E
(e.g. 2x6 pressure treated sill plate)
E o
E ami
Eo
E c
7 #4 rebar continuous (typ)
.E o
o
.-
6 mil vapor barrier throughout
- Z
°r° .0
- v
— n
crawispace
See chart on page 4 for minimum
} _foundation footing and wall sizes
ATTACHMENT C
12 Concrete foundation