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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 Loads:
Design Truss Lood: 30.2 PSF Total Load
Design Snow Load: 30 PSF Ground Snow Load (Pg)
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.
NOTE:
This building, as depicted, must be constructed 5 feet or
more from any and all lot lines and 10 feet or more Irr.-
❑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.
14\ nirAnv uirATiirrniAAir
SOUTH ELEVATION
EAST ELEVATION
WEST ELEVATION
NORTH ELEVATION
TABLE OF CONTENTS
110. ELEVATIONS
120. FLOOR PLAN
130. TYPICAL SECTION
40. DIAPHRAGM ACTION and MISC. DETAILS
50. TRUSS DIAGRAMS
20
CEARY
BUILDING CORP.
190 PAOLI STREET I P.O. BOX 930220
VERONA,W153593 1 (800)373.5550
DRAWN BY: WALDERA
DATE DRAWN: I V 11120
PL14N REVISIONS:
NUMBER I DATE I BY
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NUMBER OF
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COLUMN SIZE
D PTH
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FOOTING SIZE
COLUMNS
H ALL ROOF, SIDE, END AND GABLE STEEL WITH PAINTED SCREWS
I
REQUIRED
2 2x6 JACKBRACING AT OPEN ENDWALLS 8' O.C. (NOT NEEDED AT FULL LENGTH COLUMNS)
SIDEWALL
4-PLY 2x8x2O'-O"
4'-10'
24"0
4"xl4"0 PRECAST CONCRETE FOOTING
8
F- = LOCATION ON FLOOR PLAN FOR JACKBRACING
7 CORNER
4-PLY 2x8x2O'-O"
4'-10"
1 24"0
4N14"0 PRECAST CONCRETE FOOTING
4
(SEE DIAPHRAGM ACTION and MISC. DETAILS SHEET)
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6.0 CUBIC YARDS OF 2500 PSI MINIMUM
CONCRETE NEEDED FOR POURED FOOTINGS
ANCHOR ALL COLUMNS WITH (1) #4xl2'
REBAR IN CONC. BACKFILL FOR UPLIFT
NOTE COLUMN SETS ON TOP OF
FOOTING - CHECK COLUMN CHART FOR
EXACT FOOTING SIZE REOUIREMENTS
POURED CONC, (1) #412" REBAR
BACKFILL
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FOOTING
COLUMN ANCHOR DETAIL
NOTE:
FACE ALL OPEN BAY COLUMNS WITH
2x6 TREATED LUMBER ATTACHED TO
COLUMN WITH (1) 20d NAIL AT
12" O.C. (STAGGERED)
(IF EAVE HEIGHT IS W OR TXLER,
INSTALL FACING TO FOOTING
TREATED 2x6 FACING
-GIRTUNE
13UILOING COLUMN
TREATED 2x6 FACING
FACING DETAIL
`-SIDEWALL GIRTS
4-PLY 2xB SIDEWALL
COLUMN
INTERMEDIATE CLEARSPAN
TRUSS
4-PLY 2x8 SIDEWALL
COLUMN
/-- SIDEWALL GIRTS
TYPICAL TRUSS PLACEMENT DETAIL
CLEARSPAN ENDWALL TRUSS
(BEAR TRUSS ON 1-PLY
OF CORNER COLUMN TO
FOOTING)
2x4 EAVE PlJkUy
2x6 KNEE BRACE ATTACHED
TO BACK SIDE OF TRUSS
CLEARSPAN ENDWALL
WITH (4) 10d NALS AT
TRUSS ATTACHED TO
TOP AND BOTTOM CHORDS
COLUMN
COLUMN WITH (2)
(BUTT TIGHT TO COLUMN AT
7" BOLTS
BOLTS
BOTTOM AND ATTACH WITH
AND NAIL WIN (2)
M A35 FRAMING ANCHOR)
20d NAILS PER BOLT
2x6 KNEE BRACE BUTT
2-PLY 2x6 KNEE BRACE
TIGHT TO COLUMN AND
NAILED TOGETHER WITH
(1) tOd NAIL AT 6" O.C.
BOTTOM CHORD OF TRUSS
3'-0'
AND ATTACHED WITH TRUSS
REPAIR PLATES
A35 FRAMING OpUBLE 2x6
ANCHOR KNEE BRACE
TRUSS REPAIR TRUSS REPAIR CLEA,SPAN
PLATE PLATE TRUSS
KNEE BRACE DETAIL
10' 20'
8'-11 1/4"
9'-0"
OPEN BAY OPEN BAY
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PURLIN LAYOUT
44'-0"
8'-0"
BUILDING COLORS
ROOF: HARTFORD GREEN
SIDES/GABLES: ANTIQUE BRONZE
WAINSCOT:
SLIDE DOOR(S):
TRIM Or.):
F&J TRIM:
(1) 60d NAIL
EACH PURUN
HARTFORD GREEN
BUILDING ACCESSORIES
(1) CLEARY WEATHERVANE (OWNER LOCATE)
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CONSTRUCTION FOREI{AN NOTE
BE SURE TO MAINTAIN THE OVERALL LAP
DISTANCE AND THE SPACING FROM PURLIN
END TO CENTER OF TRUSS AS SHOWN
TOE -NAIL EACH (1) 60d NAIL
PURUN WITH EACH PURLIN
(1) 10d NAIL
(4) lOd- 18" MIN.
NAILS
12" MIN. 12" MIN.
TRUSS
PURLIN LAPS AT RRST
TRUSS FROM EACH ENDWALL
12'
OPEN BAY 1 OPEN BAY
8'-118' 1/4�9'-0�-0. 8'-p'
OPEN BAY OPEN BAY OPEN BAY
NOTE.
ATTACH ALL PURLINS TO TRUSS WITH
1 60d NAIL AND TOE -NAIL WITH
1 10d NAIL, ALSO ATTACH ROOF
STEEL TO PURUNS AT 9" O.C.
T-y'
OPEN BAY
10,
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TOE -NAIL EACH
PURUN WITH
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15" MIN.
12' MIN. 12" MIN.
TRUSS
ALL REMAINING PURLIN LAPS
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OPEN BAY
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NAILS
CLEARY
BUILDING CORP.
190 PAOLI STREET / P.O. BOX 930220
VERONA, WI53593 / (800)373-5550
DRAWN BY: WALDERA
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ROOF AND SIDE STEEL (ATTACH ROOF
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DIAGRAMS
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HEEL DETAIL
AT COLUMN
HEEL DETAIL W
BETWEEN COLUMNS
CLEARY
BUILDING CORP.
190 PAOLI STREET / P.O. BOX 930220
VERONA, WI53593 / (800)373-5550
DRAWN BY: WALDERA
DATE DRAWN: 11 11 20
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AT ALL STEEL PANEL ENDS: SCREWS BOTH SIDES OF RIB
NOTE: PAN NAILS MAY BE SUBSTITUTED FOR PANEL
END FASTENERS WHEN CONCEALED BY FLASHING
GRAND RIB 3 STEEL ATTACHMENT DETAIL
EXTEND FIRST SHEET OF ROOF STEEL
3/4" PAST EDGE OF ENDWALL TRUSS AND
ATTACH AT PAN AREA TO PURLIN BLOCKING
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PREPAINTED FABRAL ROOF STEEL
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THE PLANE OF ANY POTENTIAL
CEILING LINERS
NAIL 1 x4 STIFFENER TO
2x6 JACKBRACE WITH
10d NAILS AT 12" O.C.
JACKBRACE DETAIL
AT OPEN ENDWALLS
CLEARY
BUILDING CORP.
190 PAOLI STREET / P.O. BOX 930220
VERONA, WI53593 / (800)373-5550
DRAWN BY: WALDERA
DATE DRAWN: 1 V7 1120
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CHECK BOX ANO INITIAL
�X TRUSS SIZE MW
X❑ ROOF PITCH MW
X BAY SPACING MW
XO SLC / RLC MW
�X DESIGN LOADS MW
X❑ OVERHANGS MW
CLaRY
BUILDING CORP.
190 PAOLI STREET / P.O. BOX 930220
VERONA, WI53593 / (800)373-5550
DRAWN BY: WALDERA
DATE DRAWN: 11/11/
PLAN REVISIONS:
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