ElevationsfL
C
a3
d
cc
Z
a>
LL
M
fL
00
ci
fV
O
N
O
N
v
d
C
fl
a>
cc
0
rL
GENERAL NOTES AND SPECIFICATIONS
The materials and labor shown on these plans that are provided by Cleary Building Corp. are limited
to those materials and labor as defined by the Cleary Building Corp. contract. Additional materials or
accessories that are not being provided by Cleary Building Corp. may be shown on plans for context
or building code compliance.
2. This building is designed in accordance with the following codes and specifications:
2018 International Building Code (IBC)
2018 Edition Of "National Design Specifications for Wood Construction"
Use Group(s) Classification: U
Building Use_ Private Garage
Type of Construction: Type VB
Building Gross Square Footage: 704 Sq. Ft.
Building Design Lou&
Design Truss Loa
Design Snow Loa
30.2 PSF Total Load
30 PSF Ground Snow Load (P9)
Design Wind Speed: 115 MPH (EXP C)
Seismic Use Group: I
Seismic Design Category. C
Maximum Considered Earthquake Ground Motion for.
0.2 Second Spectral Response (Ss): 30.0%g
1.0 Second Spectral Response (S1.0). 10.4%g
3. All lumber, unless noted otherwise, shall be S4S J2 SPF or better. All lumber embedded in the ground
shall be treated with Chromated Copper Arsenate to a retention level of .60 lbs. per cubic foot.
4. Grading should be such that the surface water is drained away from the foundation. Minimum grade
would be six inches of vertical drop per ten feet of horizontal away from the foundation (5%).
5. Fill used for concrete floor slab sub grade, if present, shall be reasonably graded granular material.
Fill used in columns holes shall be the excavated soil unless noted otherwise. All fill shall be free
from debris, stones over 4"0 and frozen material.
6. Electrical work is not a part of this drawing and shall be installed as per applicable codes.
7. Heating, ventilating, and air conditioning work is not a part of this drawing and shall be installed as
per applicable codes.
8. Plumbing work is not a part of this drawing and shall be installed as per applicable codes.
9. All nails are to be threaded hardened steel unless otherwise noted.
10. This design is based on a building site with sand, silty sand, clayey sand, silty gravel, clayey gravel
soil. As per the IBC building code and Referenced Standard ASAE 486.1, an assumed soil bearing design
value of 1500 psf with increases for depth and width has been used in this design. If information is
discovered before or during construction contrary to this, the building designer should be contacted.
WE.
This building, as depicted, must be constructed 5 feet or
more from any and all lot lines and 10 feet or more from
❑ny other buildings on the same lot. See IBC code and/or
the local building official for exceptions.
NOTE
This document, as presented and sealed, is not intended to be, nor should it
be construed as such, a complete building design. It is intended to represent
just the building itself. The design of the electrical, mechanical, plumbing, and
site drainage are excluded from this plan. It should also be noted that the
designer is unaware of any subsoil investigation reports. Footings have been
sized on assumed values as per note 10.0 under General Specifications and
Notes. The designer excludes determination that the assumed soil conditions
are present at the site. If a concrete floor will be installed, the design of the
concrete floor is not part of these plans, nor is it intended to be. If shown,
the concrete floor is only depicted to show its location with respect to related
components of the building. The client or general contractor is encouraged to
contract with other professional engineers or architects for the design of the
concrete floor and its subgrade.
�1) CLEARY WEATHERVANE
OWNER LOCATE) ``
SOUTH ELEVATION
EAST ELEVATION
WEST ELEVATION
NORTH ELEVATION
TABLE OF CONTENTS
110. ELEVATIONS
120. FLOOR PLAN
130. TYPICAL SECTION
140. DIAPHRAGM ACTION and MISC. DETAILS
150. TRUSS DIAGRAMS
CLLARY
BUILDING CORP.
190 PAOLI STREET I P.O. BOX 930220
VERONA,W153593 1 (800)373.5550
DRAWN BY: WALDERA
DATE DRAWN: 11/11120
PLAN REVISIONS:
Z
O
J
U
H
mU
�
Q
W
LUoaoLn
Z
= Ili
1z-1
�r
Q ^ r
r"�
LU N LJJ 0 Z.W J
=J ri = LU
d
CL m N
PROJECT NUMBER:
2020105677
SH NUMBER:
10
SHEET SCALE: NONE
L
10655
0 F
TyFW B. L Pl*\
1i 10