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GENERAL NOTES AND SPECIFICATIONS
1. 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:
2012 International Building Code (IBC)
2012 Edition of "National Design Specifications for Wood Construction"
Use Group(s) Classification U
Building Use: Storage
Type of Construction: Type V -B
Building Gross Square Footage: 360 Sq. Ft.
Building Design Loads:
Design Truss Load: 30 PSF Total Load
Design Snow Load: 20 PSF Ground Snow Load (Pg) (per IBC)
25 PSF (for balanced roof snow load)
Design Wind Speed: 105 MPH (EXP C per IBC)
Seismic Use Group: I
Seismic Design Category: C
Maximum Considered Earthquake Ground Motion for
0.2 Second Spectral Response (Ss): 30.0%g
Maximum Considered Earthquake Ground Motion for
1.0 Second Spectral Response (S 1.0): 10.4%g
3. All lumber, unless otherwise noted, shall be S4S 12 SPF or better. All lumber embedded
in the ground shall be treated with Chromated Copper Arsenate to a retention level of
0.60 pounds 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. FII used for concrete floor slab sub grade, if present, shall be reasonably graded granular
material. FII used in column holes shall be the excavated soil unless otherwise noted. 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.
This building, as depicted, must be constructed 10 feet or
more from any and all lot lines and 20 feet or more from
any 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_
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TABLE OF CONTENTS
110.
ELEVATIONS
111. SITE PLAN
120. FLOOR PLAN
130. TYPICAL SECTION
140. DIAPHRAGM ACTION and MISC. DETAILS
150. TRUSS DIAGRAMS
WEST ELEVATION-
CONTINUOUS
PEAK
VENTILATION'
NORTH ELEVATION_
100'+0"
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FR
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