HomeMy WebLinkAboutPlansFile Name and Path: I:\Commercl\A-Personal\Michael_Waldera\2020100783\2020100783-110-ELEV.dwg
Date Printed: 3/4/2020 10:21 AM
Printed By: Michael Waldera
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:
2015 International Building Code (IBC)
2015 Edition Of "National Design Specifications for Wood Construction"
Use Group(s) Classification.
Building Use:
Type of Construction.
Building Gross Square Footage:
Building Design Loads:
Design Truss Load:
Design Snow Load:
Design Wind Speed:
Seismic Use Group.
Seismic Design Category
Maximum Considered Earthquake Ground Motion for:
0.2 Second Spectral Response (Ss). 29.0%g
1.0 Second Spectral Response (S1.0). 7.8%g
U
Storage
Type VB
1500 Sq. Ft.
45 PSF Total Load
•36 PSF Ground Snow Load (Pg)
40 PSF (for balanced roof snow load)
115 MPH (D(P C)
3. All lumber, unless noted otherwise, shall be S4S #2 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.
NIDIE
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.
EAST ELEVATION
SOUTH ELEVATION
NORTH ELEVATION
TABLE OF CONTENTS
110. ELEVATIONS
120. FLOOR PLAN
130. TYPICAL SECTION
140. DIAGONAL BRACING DETAILS
150. DIAPHRAGM ACTION and MISC. DETAILS
160. TRUSS DIAGRAMS
1 00'+O„
WEST ELEVATION
100,+0"
BUILDING CORP.
190 PAOLI STREET / P.O. BOX 930220
VERONA, WI 53593 / (600)373-5550
DRAWN BY: WALDERA
DATE DRAWN: 3/4/20
PLAN REVISIONS:
NUMBER DATE BY
PROJECT NUMBER:
2020100783
SHEET NUMBER:
110
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Date Printed: 3/6/2020 8:45 AM
Printed By: Michael Waldera
COLUMNS
COLUMN SIZE
HOLE
DEPTH
HOLE
DIAMETER
FOOTING SIZE
NUMBER OF 1
COLUMNS
REQUIRED
I® SIDEWALL
3-PLY 2x6x22'-O'
2011
10"x20 0 CONCRETE (SEE NOTE)
8
0 CORNER
3-PLY 2x6x20'-0"
4'-10"
18"0
4"x14"0 PRECAST CONCRETE FOOTING
2
Q ENDWALL
3-PLY 2x6x22'-6"
4'-10"
18.0
4"x14"0 PRECAST CONCRETE FOOTING
2
00 CORNER
3-PLY 2x6x20'-0"
18"0 9'x18'0 CONCRETE (SEE NOTE)
2
NOTE
34 TOTAL BAGS OF SACHCRETE
REQUIRED FOR FOOTINGS AND
COLUMN ANCHORAGE
O= ANCHOR COLUMNS WITH
3 60# BAGS OF SACKCRETE AND
1 #4x12" REBAR FOR UPLIFT
NOTE COLUMN SETS ON TOP OF
FOOTING - CHECK COLUMN CHART FOR
EXACT FOOTING SIZE REQUIREMENTS
NOTE
10"x20"0 CONCRETE = (3) 60# BAGS
OF SACKCRETE PLACED UNDER
4"x14'0 PRECAST FOOTING AS SHOWN
A—tFOOTING
TsAGKORETE
60# BAGS (1) #4x12" REBAR
OF SACKCRETE
FOOTING
COLUMN ANCHOR DETAIL
CLEARSPAN ENDWALL TRUSS
(BEAR TRUSS ON 1-PLY
OF CORNER COLUMN TO
FOOTING)
2x4 CAVE PURLIN
CLEARSPAN ENDWALL
TRUSS ATTACHED TO
COLUMN WITH (2)
AND"ONAILIWITH BOLTS
20d NAILS PER BOLT
2x6 KNEE BRACE BUTT
TIGHT TO COLUMN AND
BOTTOM CHORD OF TRUSS
AND ATTACHED WITH TRUSS
REPAIR PLATES
(1) 60d NAIL
EACH PURLIN
END
(3) 10d
NAILS
A35 FRAMING
ANCHOR
UNLESS OTHERWISE NOTED ANCHOR ALL COLUMNS
WITH (2) 2x6x8" TREATED BLOCKS ATTACHED TO COLUMN
WITH (3) 20d NAILS PER EACH BLOCK FOR UPLIFT
NOTE COLUMN SETS ON TOP OF FOOTING -
CHECK COLUMN CHART FOR DUCT FOOTING SIZE REQUIRED
(2) 2x6x8"
TREATED BLOCKS
FOOTING
COLUMN ANCHOR DETAIL
2x6 KNEE BRACE ATTACHED
TO BACK SIDE OF TRUSS
WITH (4) 10d NAILS AT
TOP AND BOTTOM CHORDS
(BUTT TIGHT TO COLUMN AT
BOTTOM AND ATTACH WITH
A35 FRAMING ANCHOR)
2-PLY 2x6 KNEE BRACE
NAILED TOGETHER WITH
(1) 10d NAIL AT 6' O.C.
DOUBLE 2x6
KNEE BRACE
TRUSS REPAIR -
PLATE
12" MIN.
\-TRUSS REPAIR
PLATE
KNEE BRACE DETAIL
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
-TOE-NAIL EACH
PURUN WITH
(1) 10d NAIL
29" MIN.
24" MIN.
TRUSS
PURLIN LAPS AT FIRST
TRUSS FROM EACH ENDWALL
(1) 60d NAIL
EACH PURUN
\-CLEARSPAN
TRUSS
TOE -NAIL EACH
PURUN WITH
(1) 10d NAIL
TRUSS
ALL REMAINING PURLIN LAPS
(A) 10d
NAILS
NON&
1. FIELD VERIFY ALL DOOR AND WINDOW ROUGH OPENING SIZES PRIOR TO INSTALLING FRAME -OUTS
2. ATTACH ALL ROOF, SIDE, END AND GABLE STEEL WITH PAINTED SCREWS
3. ENDWALL COLUMNS ARE 3-PLY TO THE BUILDING ENE HEIGHT AND SINGLE PLY FROM THERE TO THE ROOF PLANE
4. 2x6 STANDARD DIAGONAL CORNER BRACING AT ALL CORNERS (UNLESS O1HERWISE NOTED)
5. 2x6 JACKBRACING AT ENDWALL COLUMNS AND SPACED 1D' O.C. MAX AT OPEN ENDWALL
(SEE DIAPHRAGM ACTION and MISC. DETAILS SHEET)
6. 2x4 PURUN BLOCKING AT ENDWALL TRUSSES
PURLIN LAYOUT
12'
12' 12'
BUILDING COLORS
BUILDING ACCESSORIES
ROOF:
UGHT GRAY
(1) CLEARY WEATHERVANE (OWNER LOCATE)
SIDES/GABLES:
UGHT GRAY
INSIDE FILLER STRIP AT ENE (ROOF AND SIDE)
WAINSCOT:
SUDE DOOR(S):
TRIM (TYP.):
GALLERY BLUE
RIDGE CAP:
LIGHT GRAY
CLEARY
BUILDING CORP.
190 PAOLI STREET / P.O. BOX 930220
VERONA, WI 53593 / (800)373-5550
12'
50.-0"
12'
10'-0' 10'-0"
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0 0
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10'-0"
0
10'-0"
0
111111E
ATTACH ALL PUIILINS TO TRUSS WITH
1 60d NAIL AND TOE -NAIL WfTH
1 10d NAIL ALSO ATTACH ROOF
STEEL TO PURLINS AT 9' O.C.
USE CLEARSPAN TRUSS WITH
NAILERS AT BOTH ENDWALLS
(SEE DIAPHRAGM ACTION and
MISC. DETAILS SHEET)
10'-0"
50'-0'
0
NI
10'-0"
10'-0'
RP-
0
0
10'-0'
2x6 DAAG. X-BRACING
(2-BAYS REQUIRED
AT THIS ENOWALL)
(SEE DIAGONAL BRACING
DETAILS SHEET)
10'-0'
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DRAWN BY: WALDERA
DATE DRAWN: 3/4/20
PLAN REVISIONS:
NUMBER
DATE
BY
1
2
3
4
GARFIELD COUNTY
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SHEET NAME:
FLOOR PLAN
PROJECT NUMBER:
2020100783
SHEET NUMBER:
12,0
SHEET SCALE: NONE
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Date Printed: 3/4/2020
Printed By: Michael Waldera
100'+0"
PREPAINTED FABRAL GRAND RIB III PLUS
ROOF AND SIDE STEEL (ATTACH ROOF
STEEL TO PURLINS WITH PAINTED SCREWS
AT 9" O.C.)
#2 SPF 2x4 PURLINS AT 18" O.C.
ATTACHED TO TRUSS WITH (1) 60d
NAIL AND TOE —NAILED WITH 1)
10d NAIL
SEE HEEL DETAIL
/
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NNE
TRUSS NOT DESIGNED
FOR CEILING LOAD
N
INSIDE FILLER
STRIP AT EAVE
(ROOF AND SIDE)
USE SP 2400E-2.OE 2x6 GIRTS AT
35 3/4" O.C. AT SIDEWALLS
USE SP 2400E-2.OE 2x6 GIRTS AT
33 1 /4" O.C. AT WEST ENDWALL
(4) ROWS: GS=27 3/4"
r' SP .60 CCA
3—PLY 2x6 COLUMN
2x8 TREATED PLANK
(2) 2x6x8" TREATED BLOCKS
ATTACHED TO COLUMN WITH
(3) 20d NAILS EACH BLOCK
x 14" 4 PRECAST
CONCRETE FOOTING
WITH (3) 60# BAGS
{ OF SACKCRETE
(10"x20"O)
20"0
FROM 100'+0" TO BOTTOM OF TRUSS
-(2) ROWS
2x4 L.C.S.
SPACED EVENLY
ATTACH TRUSS TO COLUMN
WITH (2) 1/2"0x5 1/2"
BOLTS AND NAIL WITH
(2) 20d NAILS PER BOLT
ADJUSTING BLOCK
BETWEEN TRUSS HEEL
AND CENTER PLY OF
COLUMN TO BE FIELD
CUT TO FIT
HEEL DETAIL
BUILDING CORP.
190 PAOLI STREET / P.O. BOX 930220
VERONA, WI 53593 / (800) 373-5550
DRAWN BY: WALDERA
DATE DRAWN: 3/4/20
PLAN REVISIONS:
NUMBER
1
2
3
4
GARFIELD COUNTY
BUILDING SIZE:
30'x50'x15'-4"
Z
0
d
PROJECT NUMBER:
2020100783
SHEET NUMBER:
130
File Name and Path: I:\Commercl\A-Personal\Michael_Waldera\2020100783\2020100783-140-BRACING.dwg
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Printed By: Michael Waldera
#2 SPF 2x6
DIAGONAL BRACE
ATTACH DIAGONAL BRACE
TO EACH GIRT WITH
(4) 10d NAILS
BRACE TO GIRT CONNECTION DETAIL
ATTACH CLEARSPAN ENDWALL TRUSS
TO BUILDING COLUMN WITH (7) 20d
NAILS
2x6 BEARING BLOCK ATTACHED TO
COLUMN WITH (8) 20d NAILS
2x6x24" BEARING BLOCK ATTACHED
1 TO DIAGONAL BRACE WITH (11) 10d
NAILS
(BEARING BLOCK BEARS ON BOTTOM
\ CHORD OF TRUSS)
BRACE CONNECTION DETAIL
AT TOP OF BRACE AT CORNER COLUMN
—2x6 BLOCK ATTACHED TO
BACK OF BRACING WITH
(6) 10d NAILS
2x6 SPLICED BRACE
2x6 CONTINUOUS BRACE
ATTACH BOTTOM CHORD OF
CLEARSPAN ENDWALL TRUSS
TO BUILDING COLUMN WITH
(7) 20d NAILS
2x6x24" BEARING BLOCK
ATTACHED TO DIAGONAL
BRACE WITH (11) 10d NAILS
(BEARING BLOCK BEARS ON
BOTTOM CHORD OF TRUSS)
I I
BRACE CONNECTION DETAIL
AT TOP OF BRACE AT ENDWALL COLUMN
\ \ //I— SPLICED BRACE
BRACE SPLICE DETAIL
AT CENTER OF X—BRACING
2x6x24" BEARING BLOCK
ATTACHED TO DIAGONAL
BRACE WITH (11) 10d NAILS
(BEARING BLOCK BEARS ON
TOP OF TREATED PLANK)
ATTACH 2x8 TREATED PLANK TO
BUILDING COLUMN WITH (7) 20d NAILS
BRACE CONNECTION DETAIL
AT BOTTOM OF BRACE AT ENDWALL COLUMN
2x6 BLOCK ATTACHED TO
BACK OF BRACING WITH
(6) 10d NAILS
CONTINUOUS BRACE
2x6x24" BEARING BLOCK
ATTACHED TO DIAGONAL
BRACE WITH (11) 10d NAILS
(BEARING BLOCK BEARS ON
TOP OF TREATED PLANK)
ATTACH 2x8 TREATED PLANK TO —r
BUILDING COLUMN WITH (7) 20d NAILS
BRACE CONNECTION DETAIL
AT BOTTOM OF BRACE AT ENDWALL COLUMN
ENDWALL DIAGONAL X-BRACING DETAIL
AT WEST ENDWALL
tLEARY
BUILDING CORP.
190 PAOLI STREET / P.O. BOX 930220
VERONA, WI 53593 / (800) 373-5550
DRAWN BY: WALDERA
DATE DRAWN: 3/4/20
PLAN REVISIONS:
NUMBER
DATE
BY
1
2
3
4
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PROJECT NUMBER:
2020100783
SHEET NUMBER:
140
SHEET SCALE: • M)NE
File Name and Path: I:\Commercl\A-Personal\Michael_Waldera\2020100783\2020100783-150-DIA.dwg
Date Printed: 3/6/2020 8:43 AM
Printed By: Michael Waldera
STEEL PANEL LAP
#10 WOOD GRIP SCREW WITH
NEOPRENE WASHER AND MINIMUM
1" FRAMING PENETRATION
r-z
AT ALL INTERMEDIATE FRAMING: SCREWS 9" O.C.
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
ATTACH EACH PURLIN TO TRUSS
AT BOTH SIDES OF JACKBRACE
LOCATION WITH (1) 60d NAIL
AND TOE -NAIL WITH (1) 10d NAIL
#2 SPF SINGLE ENDWALL.—
VERTICAL WITH LUMBER
TO MATCH COLUMN SIZE
ENDWALL TRUSS
ATTACH 2x6 JACKBRACE
TO COLUMN WITH
(5) 20d NAILS
3-PLY 2x6 BUILDING
COLUMN TO EAVE HEIGHT
-2x6 JACKBRACE
2x4 PURLIN
TIE 2x6 JACKBRACE TO TOP
CHORD OF TRUSS WITH STEEL
BANDING / END -NAIL BANDING
AND TRUSS TO JACKBRACE WITH
(3) 20d NAILS AND ATTACH
BANDING TO TOP OF JACKBRACE
WITH (4) 10d NAILS
CLEARSPAN TRUSS
NAIL 1x4 STIFFENER TO
2x6 JACKBRACE WITH
10d NAILS AT 12" O.C.
JACKBRACE DETAIL
AT ENDWALL COLUMNS
ATTACH EACH PURUN TO TRUSS
AT BOTH SIDES OF JACKBRACE
LOCATION WITH (1) 60d NAIL
AND TOE -NAIL WITH (1) 10d
NAIL
(2) #2 SPF VERTICAL
BRACES SPACED 1 1/2"
APART WITH LUMBER TO
MATCH COLUMN SIZE
ENDWALL TRUSS
ATTACH 2x6 JACKBRACE
TO VERTICAL BRACES
WITH (5) 20d NAILS
ATTACH BOTTOM CHORD
OF ENDWALL TRUSS TO
VERTICAL BRACES WITH
(4) 20d NAILS
2x6 JACKBRACE
2x4 PURUN
HOLD JACK BRACE 4" ABOVE
THE PLANE OF ANY POTENTIAL
CEILING LINERS
TIE 2x6 JACKBRACE TO TOP
CHORD OF TRUSS WITH STEEL
BANDING / END -NAIL BANDING
AND TRUSS TO JACKBRACE WITH
(3) 20d NAILS AND ATTACH
BANDING TO TOP OF JACKBRACE
WITH (4) 10d NAILS
CLEARSPAN TRUSS
C�rt— NAIL 1 x4 STIFFENER TO
2x6 JACKBRACE WITH
10d NAILS AT 12" O.C.
JACKBRACE DETAIL
AT OPEN ENDWALL
HOLD JACK BRACE 4" ABOVE
THE PLANE OF ANY POTENTIAL
CEILING LINERS
EXTEND FIRST SHEET OF ROOF STEEL
3/4" PAST EDGE OF ENDWALL TRUSS AND
ATTACH AT PAN AREA TO PURLIN BLOCKING
WMI (3) WOOD GRIPS PER EACH BLOCK
PREPAINTED FABRAL ROOF STEEL
2x4 PURUN
2x4 PURUN BLOCKING
ATTACHED TO TRUSS
WITH (2) 40d NAILS
ENDWALL TRUSS
GABLE DETAIL
WITHOUT PURLIN EXTENSION
#12x3/4" STITCH SCREW WITH
NEOPRENE WASHER PLACED ALONG
ROOF PANEL LAPS AT SPECIFIED
SPACING AND LOCATIONS
x
20'
NO STITCH SCREWS
REQUIRED IN THIS AREA
STITCH SCREWS REQUIRED IN
SHADED AREAS ONLY AT 24" 0.C.
ALONG PANEL LAPS
CrOHSTRUCiEN FORM NOTE
STITCH SCREW TO NEXT STEEL LAP
BEYOND REQUIRED DISTANCE FROM
ENDWALL OF BUILDING
STITCH SCREW DETAIL
AT ROOF STEEL
USE (2) 20d NAILS
OR (3) GUN NAILS AT
CONTINUOUS WALL GIRTS
AND EAVE PURUNS
USE (4) 20d NAILS OR (6) GUN NAILS AT
SPLICED WALL GIRTS
AND EAVE PURLINS
USE (6) 20d NAILS
OR (12) GUN NAILS AT
SPLICED SPLASH PLANK
x
USE (3) 20d NAILS
OR (6) GUN NAILS AT
CONTINUOUS SPLASH PLANK
J
NOTE: 20d NAILS TO BE RING SHANK HOT DIPPED GALVANIZED
GUN NAIL ALTERNATE = 0.131x3 1/2 RS-TLN
-NOTE: SPLASH PLANK AT BRACING LOCATIONS REQUIRE
ADDITIONAL FASTENERS (SEE BRACING DETAIL SHEET)
STANDARD WALL FRAMING NAILING
ATTACH TRUSS TO
CORNER COLUMN WITH
(7) 20d NAILS
#1 SP 2x6x18"
x
x
BEARING BLOCK
ATTACHED TO COLUMN
WITH (8) 20d NAILS
BUILDING COLUMN
x
x
x
x
x
x
CLEARSPAN ENDWALL TRUSS
TO COLUMN CONNECTION DETAIL
AT WEST ENDWALL
CLEARY.
BUILDING CORP.
190 PAOLI STREET / P.O. BOX 930220
VERONA, WI 53593 I (800)373-5550
DRAWN BY: WALDERA
DATE DRAWN: 374/20
PLAN REVISIONS:
NUMBER
DATE
BY
1
2
3
4
GARFIELD COUNTY
BUILDING SIZE:
30'x50'x15'-4"
PROJECT NUMBER:
2020100783
SHEET NUMBER:
isb
SHEET SCALE: NONE
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Job Number. 2020100783
Truss Label: TA29-9PLSC4OSTN0100C3tniss115W
mbar
3 chord: 2x10 SP 2400f-2.0E;
: chord: 2x8 SP 2400f-2.0E;
;bs: 2x4 SP #2; W2,W3 2x6 SP #1;
Nedge: 2x4 SP #2;Rt Wedge: 2x4 SP #2;
rid
Id loads based on MWFRS with additional C&C
mber design.
lifts based on an elevation at or above 5085 ft.
LIEU OF RIGID SHEATHING USE PURLINS TO BRACE
@ 24" OC.
E CLEARY BUILDING CORP. DRAWINGS FOR BEARING
TACHMENT AND BOTTOM CHORD BRACING DETAILS.
IS DESIGN APPLIES TO BOTH OPEN WALL AND
CLOSED WALL BUILDINGS.
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�X ROOF PITCH MW
�X BAY SPACING MW
O SLC / RLC MW
XO DESIGN LOADS MW
▪ OVERHANGS MW
"01'
CLEARY.
BUILDING CORP.
190 PAOLI STREET / P.O. BOX 930220
VERONA, WI 53593 / (800) 373-5550
DRAWN BY: WALDERA
DATE DRAWN: 3/4/20
PLAN REVISIONS:
NUMBER
DATE
BY
1
2
3
4
GARFIELD COUNTY
0
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BUILDING SIZE:
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SHEET NAME:
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PROJECT NUMBER:
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SHEET NUMBER:
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SHEET SCALE: NONE
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