HomeMy WebLinkAboutGrading Plans - 08/07/2009fli
EMPIRE CARPE"Y
P.O. Box 245
BelW% C010. 80512
Grade Beam Garage Foundation Plan
??? Unheated Garage
Scale: J" = 1' or 1:48
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Grade Beam Garage Cross Section A —A
Scale: J" = 1' or 1:24
Reinforced
8"x20" (min)
Existing Roof System
o All concrete to be Fb exceeding
Grade Beam
3000 psi.
Perimeter wall is 8"x20" with
Hurricone clips may
12" below final grade and 6"
need to be added.
above grade except at the
vehicle doors.
1
2 L—Anchor bolts
Single top plate
o All reinforcing steel to be 40
4' c/c max and
2x4 min studs 24" c/c typ
grade (min).
within 18" of
o Treated sill plates must be 6"
(min) above final grade.
corners
o Final grade to direct surface
Foundation is based on
water away from garage.
dimensions provided by contractor.
Verify actual dimensions and
adjust accordingly prior to
Max backfill: 6'
construction. Garage structure is
below top of
an exisitng garage from north
Loveland that is being moved to
24'
foundation wall.
this location. Foundation is
designed to work with the existing
Soil or gravel surface
structure form.
Gap for 8' wide
® garage door
Gap for 8' wide
garage door
8'-3"
9„
20'-3"
Alley Side of Garage
Existing bottom plate / sill
Treated bottom plate / sill
w^ all anchor bolts 4' c/c max
6" min
„
20 min A /\//�/ •/\\//\\//\\//\\//\\//\\//\\//\\//\\\//\\//\//\\//\\//\�
12" m i n " / / /
w i de by 20" deep (min)
perimter grade wall. One #4
ebor econtinuous top and bottom,
—— 3"-4" bottom and side cover,
Simpson HDU2—SDS2.5 1.5"-2.5" top cover. #4 rebor
1'-6" Holdowns (2) at outer vertical at corners, wall ends and
garage door opening posts. 8 min 48" c/c, cross and tie to
Align to attach to door stud horizontal bar,
columns.
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Design Based on:
2006 IRC Code
100 mph — Exp 8 Wind Load
30 psf roof load Snow Load
Reasonable weight estimates
Footing design based on 1500 psf
max bearing for DL + LL. Structure
applies a maximum of 500 plf to
base of grade wall.
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