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HOLE
NUMBER OF
I1.OI@
COLUMNS
COLUMN SIZE
DEPTH
DHOLE IAMETER
FOOTING SIZE
COLUMNS
H ALL ROOF, SIDE, END AND GABLE STEEL WITH PAINTED SCREWS
REQUIRED
2 2x6 JACKBRACING AT OPEN ENDWALLS 8' O.C. (NOT NEEDED AT FULL LENGTH COLUMNS)
SIDEWALL
4—PLY 2x8x20'-0"
4'-10'
24"0
4"x14'0 PRECAST CONCRETE FOOTING
8
F— = LOCATION ON FLOOR PLAN FOR JACKBRACING
CORNER
4—PLY 2x8x2O'—O"
4'-10"
24"0
4"x14'0 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) #4x12'
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
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 SAVE HEIGHT IS 14' OR TALLER,
INSTALL FACING TO FOOTING
TREATED 2x6 FACING
-GIRTUNE
BUILDING COLUMN
TREATED 2x6 FACING
FACING DETAIL
L SIDEWALL GIRTS
4-PLY 2xB SIDEWALL
COLUMN
INTERMEDIATE CLEARSPAN
TRUSS
4-PLY 2x8 SIDEWALL
COLUMN
r SIDEWALL GIRTS
TYPICAL TRUSS PLACEMENT DETAIL
CLEARSPAN ENDWALL TRUSS
(BEAR TRUSS ON 1-PLY
OF CORNER COLUMN TO
FOOTING)
2x4 EAVE PURUN---*.-,Ff f 26 KNEE BRACE ATTACHED
CLEARSPAN ENDWALL
TRUSS ATTACHED TO
COLUMN WITH (2)
TO BACK SIDE OF TRUSS
10d NAILS
WITH AT
TOP ANNDD BOTTOM CHORDS
(BUTT TIGHT TO COLUMN AT
1 2'4x7" BOLTS
BOTTOM AND ATTACH WITH
AND NAIL WITH (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) 10d NAIL AT 6" O.C.
BOTTOM CHORD OF TRUSS 1
3'-0"
AND ATTACHED WITH TRUSS
REPAIR PLATES
16fANA35 FRAMING /// DUUKE 2x6
CHOR KNEE BRACE
TRUSS REPAIR TRUSS REPAIR \-C_EARSPAN
PLATE PLATE TRUSS
KNEE BRACE DETAIL
PURLIN LAYOUT
BUILDING COLORS
ROOF: HARTFORD GREEN
SIDES/GABLES: ANDQUE BRONZE
WAINSCOT:
SUDE DOOR(S):
TRIM (TYP.):
F&J TRIM:
HARTFORD GREEN
BUILDING ACCESSORIES
(1) CLEARY WEATHERVANE (OWNER LOCATE)
CONT. PURLIN DESIGN
CONSTRUCTION FOREMAN NOTE
BE SURE TO MAINTAIN THE OVERALL LAP
DISTANCE AND THE SPACING FROM PURUN
END TO CENTER OF TRUSS AS SHOWN
(1) 60d NAIL TOE -NAIL EACH (1) 60d NAIL
EACH PURUN IVPURUN WITH EACH PURUN
(1) 10d NAIL
(4) 10d-
NAILSH12MIN.
18' MIN.
12" MIN.
TRUSS
PURLIN LAPS AT FIRST
TRUSS FROM EACH ENDWALL
TOE -NAIL EACH
PURUN WITH
(1) 10d NAIL
15" MIN,
12' MIN. 12" MIN.
TRUSS
ALL REMAINING PURLIN LAPS
10' 20' 12' 10'
44'-0'
8'-11 1/4" 9'-0' 8'-0' 9'-0' 9'-0 3/4'
OPEN BAY OPEN BAY OPEN BAY OPEN BAY OPEN BAY
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C. USE CLEARSPAN TRUSS h ATTACH ALL PURUNS TO TRUSS WITH
AT BOTH ENDWALLS ne "9 54 -9 1 60d NAIL AND TOE -NAIL WITH
(SEE DIAPHRAGM ACTION and �� -a x �1; 10d NAIL, ALSO ATTACH ROOF f II �2 II MISC. DETAILS SH" STEEL TO PURUNS AT 9' O.C.
W j
8'-11 1/4' 9'-0' 8'--0' 9'-0' 9'-0 3/4'
OPEN BAY OPEN BAY le OPEN BAY OPEN BAY OPEN BAY
CLEARY
BUILDING CORP.
190 PAOLI STREET / P.O. BOX 930220
VERONA, WI53593 / (800)373-5550
DRAWN BY: WALDERA
DATE DRAWN: 1 I I 1 2O
PLAN REVISIONS:
NUMBER DATE BY
1
2
3
4
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PROJECT NUMBER:
2020 05677
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SHEE NUMBER:
20
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10655
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