HomeMy WebLinkAboutP_Old_Hickory_Sheds_Engineered_Plans_Hopkins_210301_v1GENERAL NOTES:
1. STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH
THE 2015 INTERNATIONAL RESIDENTIAL CODE AND THE
2015 INTERNATIONAL BUILDING CODE.
2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF
MANUFACTURE.
3. 'DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.
4. STRUCTURES ARE CLASSIFIED AS "MINOR STORAGE
FACILITIES" (RISK CATEGORY 1) PER IBC TABLE 1604.5
AND SHOULD NOT BE USED FOR HUMAN HABITATION.
5. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A
3 SECOND WIND GUST OF 105 MPH FOR RISK CATEGORY I
STRUCTURES PER IBC FIGURE 1609.3(3) AND ASCE 7-10
FIGURE 26.5-1C.
OLD HICKORY SHEDS, LLC
P.O. BOX 331973
MURFREESBORO, TN 37133
DESIGN CRITERIA:
10, ALL SIDING IS TO BE %" TREATED T1-11 PLYWOOD, 1. RISK CATEGORY I
%" LP SMART PANEL, OR LP DUTCH LAP SIDING.
3/e" OSB WALL SHEATHING IS TO BE INSTALLED 2. FLOOR LIVE LOAD: 40 PSF
ON ALL WALLS USING DUTCH LAP SIDING.
11, ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED
SYP #2, OR BETTER.
12. ALL UN -TREATED WOOD FRAMING IS TO BE SPF #2
OR BETTER.
13, ALL EXTERIOR NAILS ARE TO BE ZINC COATED.
14. ALL FLOOR DECKING IS TO BE %" OR W PLYWOOD
OR ENGINEERED FLOORING.
15. ALL SKIDS ARE TO BE 4x6 PRESSURE TREATED,
RATED FOR GROUND CONTACT.
6. SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING 16. SECTIONS AND DETAILS SHOWN ARE INTENDED TO
GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING BE TYPICAL AND SHALL APPLY AT ALL SIMILAR
GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL. LOCATIONS, UNLESS NOTED OTHERWISE.
7. STRUCTURES SHOULD HAVE 25 YEAR RATED FIBERGLASS/
ASPHALT SHINGLES OR 29 GA METAL ROOFING OVER WOOD
SHEATHING,
8. WOOD FRAMING SHALL COMPLY WITH THE ANSI/AWC
"NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD
CONSTRUCTION". 2015.
9. ALL ROOF DECKING IS TO BE %e' OSB.
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3. SNOW LOADS ARE BASED ON THE FOLLOWING:
GROUND SNOW LOAD, Pg = 60 PSF
FLAT ROOF SNOW LOAD, PF = 40 PSF
EXPOSURE FACTOR, Ce = 1.0
IMPORTANCE FACTOR, I = 0.8
THERMAL FACTOR, Ct = 1.2
4. WIND LOADS ARE BASED ON THE FOLLOWING:
VuR = 105 MPH (IBC FIGURE 1609.3(3))
RISK CATEGORY I
EXPOSURE CATEGORY B
INTERNAL PRESSURE COEFFICIENT:
GCpi = t0.18
COMPONENTS & CLADDING:
ROOF -ZONE 1 = 10.0, -10.9 PSF
ROOF -ZONE 2 = 10.0, -19.0 PSF
ROOF -ZONE 3 = 10.0, -28.0 PSF
WALL -ZONE 4 = 11.9, -12.9 PSF
WALL -ZONE 5 = 11.9, -15.4 PSF
NOTE: C&C WIND PRESSURES SHOWN ARE FOR
A 10 SQUARE FOOT EFFECTIVE AREA (Ae)
AND MAY BE REDUCED FOR LARGER AREAS
AS ALLOWED BY CODE.
ITEMS BY OTHERS:
THE FOLLOWING ITEMS ARE TO BE SUPPLIED AND 5. SEISMIC LOADS ARE BASED ON THE FOLLOWING:
INSTALLED BY OTHERS. THESE ITEMS MAY BE SUBJECT RISK CATEGORY I
TO LOCAL JURISDICTION APPROVAL. OLD HICKORY SHEDS SITE CLASS D
IS NOT RESPONSIBLE FOR THESE ITEMS. DESIGN CATEGORY D
1. THE COMPLETE FOUNDATION AND TIE -DOWN SYSTEM
2. RAMPS, STAIRS, AND GENERAL ACCESS
3. ELECTRICAL SERVICE HOOKUP
PIERS (IF REQUIRED):
1. PIERS ARE NOT REQUIRED WHEN THE SKIDS CAN BE
SUPPORTED ON FIRM, LEVEL GROUND. PIERS ALONG
INTERIOR SKIDS SHALL BE ORIENTED WITH THE LONG
SIDE PERPENDICULAR TO THE SKID. PIERS ALONG
THE OUTSIDE SKIDS OF BUILDINGS WITH 4 SKIDS
ARE PERMITTED TO BE ORIENTED WITH THE LONG
SIDE PARALLEL TO THE SKID PROVIDED THAT THE
PIERS ALONG THE INTERIOR SKID ARE ORIENTED
PERPENDICULAR TO THE SKID.
2. PIERS SHALL TYPICALLY BE 8"xWx16" OPEN CELL OR
SOLID CONCRETE BLOCKS, DRY STACKED TO A
MAXIMUM HEIGHT OF 36". THE BLOCK IN CONTACT
WITH THE GROUND AT EACH PIER SHALL BE A 4"xWx16"
SOLID BLOCK. OPEN CELL BLOCKS AND 2" THICK SOLID
BLOCKS ARE NOT TO BE USED AS THE BASE OF ANY
PIERS. OPEN CELL BLOCKS ARE TO BE PLACED ON
TOP OF SOLID BLOCKS AS NEEDED WITH THE OPEN
CELLS RUNNING VERTICALLY AND MUST NOT BE
PLACED ON THEIR SIDE.
CORNER PIERS OVER 20" TALL SHALL BE DOUBLE
STACKED CONCRETE BLOCKS. TIE DOUBLE STACKED
BLOCKS BY ALTERNATING THE DIRECTION OF BLOCKS
ON EACH ROW.
3. OLD HICKORY SHEDS IS NOT RESPONSIBLE FOR
THE PREPARATION OF THE PROPOSED SITE OR
DETERMINATION OF THE SITE'S SUITABILITY TO
SUPPORT THE PROPOSED STRUCTURE. IT IS THE
PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE
IF SITE CONDITIONS ARE SUITABLE TO SUPPORT
THE STRUCTURE.
4. PIERS SHOWN ON SHEET S-1 ARE CONCEPTUAL AND
MAY NOT REFLECT ACTUAL CONDITIONS, THE PIER
LAYOUT MAY BE ADJUSTED AS NEEDED BASED ON
SITE CONDITIONS, PROVIDED THAT THE MAXIMUM
SPACING SHOWN IS NOT EXCEEDED.
LOFTED BARN--WASHINGTON--SNOW=60PSF--IBC 2015
PROJECT NO:
DATE: 04-29-2020
t�_L
D HICKORY DRAWN BY: KILN
SHEDS CHECKED BY: KLN
REVISION:
SHEET NUMBER
HAB
SCALE: NONE
0
ra
C
C/C OF PIER
� SEE SCHEDULE
20'-0- MAX LENGTH (8' WIDE)
30'-0- MAX LENGTH (10' WIDE)
40'-0" MAX LENGTH (12' & 14' WIDE)
44'-0" MAX LENGTH (16' WIDE)
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I I I I I I I I I I I I I I I I I I I I I
PIER SPACING SCHEDULE
BLDG WIDTH
MAX SPACING
UP TO 14'-0"
6'-0"
16'-0"
5-0"
t 1'-0"
MAX
TRTD 4x6 OUTSIDE SKID
(NOT REQ'D FOR 8' & 10'
WIDE BUILDINGS)
TRTD 4x6 INSIDE SKIDS
TRTD 4x6 OUTSIDE SKID
(NOT REQ'D FOR 8' & 10'
WIDE BUILDINGS)
FLOOR JOISTS. REFER TO SHEETS JOIST
J
S-3.0 THRU 5-3.2 FOR SIZE & SPACING. PROVIDE PIERS AS REQUIRED FOR RIM RIM
BUILDING TIE -DOWN TO BE INSTALLED BY SITES THAT ARE NOT LEVEL. REFER TO
THE CUSTOMER. REFER TO NOTES ON S-0. SHEET S-0 FOR PIER REQUIREMENTS.
THE QUANTITY OF TIE -DOWNS SHOWN ON
THIS PLAN ARE CONCEPTUAL AND MAY NOT
REFLECT THE ACTUAL REQUIRED
QUANTITY. SEE THE SCHEDULE ON
SHEET S-2 FOR THE REQUIRED TIE -DOWN FLOOR FRAMING PLAN
QUANTITY AND LOAD RATING BASED
ON THE BUILDING LENGTH (TYP)
F L. LOFTED BARN--WASHINGTON--SNOW=60PSF--IBC 2015
O ° PROJECT NO;
z � SHEET NUMBER
r
51ozow,Q 04-29-2020
157E¢;9• DATE: DRAWN BY: KLN S+LB
o'•,.. �� OLD HICKORY
—SHEDS — CHECKED BY; KLN
4 a9 aoao REVISION: SCALE: NOT TO SCALE
UPLIFT ANCHORAGE SCHEDULE
BLDG
8' WIDE BLDGS
10' WIDE BLDGS
12' WIDE BLDGS
14' WIDE BLDGS
16' WIDE BLDGS
LENGTH
NUMBER OF
TIE -DOWNS
REQ'D ANCHOR
CAPACITY
NUMBER OF
TIE -DOWNS
REQ'D ANCHOR
CAPACITY
NUMBER OF
TIE -DOWNS
REQ'D ANCHOR
CAPACITY
NUMBER OF
TIE -DOWNS
REQ'D ANCHOR
CAPACITY
NUMBER OF
TIE -DOWNS
REQ'D ANCHOR
CAPACITY
8'-0"
2
250#
10'-D"
2
300#
2
300#
12'-0"
2
400#
2
350#
2
250#
14'-0"
2
450#
2
400#
2
300#
2
250#
16'-0"
2
500#
2
450#
2
300#
2
1 300#
2
300#
18'-0"
2
550#
2
500#
2
350#
300#
2
300#
20'-0"
3
400#
2
550#
2
400#
12?
350#
2
350#
22'-0"
3
400#
2
400#
400#
2
400#
24'-0"
3
450#
2
450#
400#
2
40M
26'-0"
3
500#
2
500#
2
450#
2
450#
28'-0"
3
550#
2
550#
2
500#
2
500#
30'-0"
3
550#
3
400#
3
350#
3
350#
32'-0"
3
400#
3
400#
3
400#
3
450#
3
400#
3
400#
36'-0"
3
450#
3
400#
3
400#
38'-0"
3
500#
3
450#
3
450#
40'-0"
3
500#
3
450#
3
450#
42'-0"
3
500#
44'-0"
3
500#
NOTES:
1) TIE -DOWNS AND ANCHORS ARE TO BE SUPPLIED AND INSTALLED BY THE
CUSTOMER. OLD HICKORY SHEDS IS NOT RESPONSIBLE FOR THE TIE -DOWN
SYSTEM. REFER TO NOTE SHEET S-0.
2) THE SCHEDULE INDICATES THE RECOMMENDED NUMBER OF BUILDING TIE -DOWNS TO BE
INSTALLED BY THE CUSTOMER. EACH TIE -DOWN SYSTEM SHALL HAVE AN ANCHOR AT EACH END.
EACH TIE -DOWN COMPONENT IS TO BE RATED FOR AT LEAST THE CAPACITY SHOWN IN THE
SCHEDULE.
3) AT A MINIMUM, PROVIDE A TIE -DOWN NEAR EACH END OF THE BUILDING. REMAINING
TIE -DOWNS (IF REQUIRED) SHOULD BE EVENLY SPACED ALONG THE ENTIRE LENGTH
OF BUILDING.
441-2=0
BUILDING TIE -DOWN W/ (2) ANCHORS
rn oo u�eTni i ors ov r� �STOMER.
LOFTED GARN--WASHINGTON--SNOW=60PSF--IBC 2015
PROJECT NO: SHEET NUMBER
DATE: 04-29-2020
OLDHICKORY DRAWN BY: KILN S-2-LB
-SHEDS CHECKED BY: KILN
REVISION: SCALE: NONE
6" OSB DECKING
W/ FIBERGLASS/ASPHALT
SHINGLES OR 29 GA.
METAL ROOFING
2x4 RAFTERS @
24" O.C. MAX —,,, t--� 4:g,.
TOP PLATE.
REFER TO NOTE 1
2x4 STUDS.
m SEE SCHEDULE
r ON SHEET S-3.0
FOR MAX SPACING.
2x4 BOTTOM PLATE
T-0" MIN
12" MAX (TYP) T-8" MAX
(4) 4x6 TRTD SKID
12' WIDE
NOTES: 1. PROVIDE A DOUBLE TOP PLATE ALONG THE SIDE WALLS WHEN THE
RAFTER SPACING DOES NOT MATCH THE WALL STUD SPACING.
2. ACTUAL SKID SPACING MAY VARY PROVIDED THAT THE CENTER TO
CENTER SPACING IS WITHIN THE MAX/MIN SPACING STATED.
3. 2x6 FRAMING MAY BE SUBSTITUTED FOR THE 2x4 FRAMING SHOWN.
THE SPACING OF THE 2x6 FRAMING SHALL BE AS SHOWN FOR THE 2x4.
2x6 COLLAR TIES @ 48" O.C.
MAX (NON -LOFT AREA
ONLY) RAISED 10" MAX
ABOVE WALL TOP PLATE
�1's' OSB DECKING
@ LOFT AREAS
2x6 LOFT JOIST @ 24" O.C.
MATCH RAFTER SPACING.
WALL SIDING. REFER
TO GENERAL NOTE 10
ON SHEET S-0
_ %' OR %' PLYWOOD OR
ENGINEERED FLOORING
2x4 TRTD FLOOR JOISTS
@ 16" O.C. MAX
%W OSB DECKING
W/ FIBERGLASS/ASPHALT
SHINGLES OR 29 GA.
METAL ROOFING 2x6 COLLAR TIES @ 48" O.C.
MAX (NON -LOFT AREA
ONLY) RAISED 8" MAX
2x4 RAFTERS @ ABOVE WALL TOP PLATE
24" O.C. MAX 98-+
3�s" OSB DECKING
TOP PLATE.
@ LOFT AREAS
REFER TO NOTE 1
2x4 STUDS.
2x6 LOFT JOIST @ 24" O.C.
SEE SCHEDULE
MATCH RAFTER SPACING.
r
ON SHEET S-3.0
FOR MAX SPACING.
WALL SIDING. REFER
2x4 BOTTOM PLATE
TO GENERAL NOTE 10
ON SHEET S-0
�w
%' OR %" PLYWOOD OR
5'-0" MIN
ENGINEERED FLOORING
12" MAX (TYP)
2x6 TRTD FLOOR JOISTS
(4) 4x6 TRTD SKID
13 2"
@ 16" O.C. MAX
14' WIDE
BUILDING SECTIONS
.0 Nd LOFTED BARN--WASHINGTON--SNOW=60PSF--IBC 2015
PROJECT No: SHEET NUMBER
DATE: 04-29-2020
O F51020�0�
�s�� OLD HICKORY --LB
DRAWN BY: KILN —SHEDS CHECKED BY: KILN
4 a9 aoao REVISION: SCALE: 1/4" = V-0"
(3) 3" NAILS
%e" OSB GUSSET w/
SIDING w/ 2 " RING
THROUGH
(20)1"x1Y4" STAPLES MIN.
SHANK NAILS O.C.
AT PANEL EDGES AND
BOTTOM PLATE
RAISED COLLAR TIE AT
(REF DETAILS 5 THRU 8 FOR
ALTERNATE SPLICE DETAIL
12" IN THE FIELD.
INTO EACH STUD
NON -LOFT AREAS w/
—
IN LIEU OF OSB GUSSET)
(8)10d NAILS @ 8' WIDE
FLOOR JOIST
(3) 3" TOE NAILS
(13) 10d @ 10' THRU 16' WIDE
\\\\\\\\\
TIE -DOWN
INTO SKID
RAFTER
3" NAILS @ 8"
(BY OTHERS)
ATTACH LOFT JOIST
(TYP)
TO RAFTER W/
(5) 10d NAILS MIN.
(3) 3" NAILS
LOFT
JOIST
PROVIDE GUSSET
EACH SIDE OF
x
RAFTER FOR
_
=��=��=��=�—
O�
SKID
14' & ITWIDE
BUILDINGS.
-1 III —III —III
TOE NAIL RAFTER TO
TIE -DOWN ANCHOR f
— — ll— =� =
z
m —
TOP PLATE W/ (4) 10d
SUPPLIED & INSTALLED
�— -—.
—
NAILS MIN.
BY OTHERS
1-TYPICAL DETAIL
2-FLOOR JST TO SKID DETAIL
3-LOFT EAVE DETAIL
4-RAFTER SPLICE DETAIL
2x4 20 GA METAL TRUSS
3x5 20 GA METAL TRUSS
4x6 20 GA METAL TRUSS
4x6 20 GA METAL TRUSS
PLATE CENTERED
PLATE CENTERED
PLATE CENTERED
PLATE CENTERED
OVER JOINT EACH SIDE
OVER JOINT EACH SIDE
OVER JOINT EACH SIDE
OVER JOINT EACH SIDE
OF RAFTER, HYDRAULICLY
OF RAFTER, HYDRAULICLY
OF RAFTER, HYDRAULICLY
OF RAFTER, HYDRAULICLY
PRESSED IN PLACE.
PRESSED IN PLACE.
PRESSED IN PLACE.
PRESSED IN PLACE.
2x4 RAFTER
2x4 RAFTER
2x4 RAFTER
2x6 RAFTER
(TYP)
(TYP)
(TYP)
(TYP)
8' WIDE BUILDINGS
10' & 12' WIDE BUILDINGS
14' WIDE BUILDINGS
16' WIDE BUILDINGS
5-ALTERNATE RAFTER SPLICE DETAIL
6-ALTERNATE RAFTER SPLICE DETAIL
7-ALTERNATE RAFTER SPLICE DETAIL
8-ALTERNATE RAFTER SPLICE DETAIL
.W
LOFTED BARN--WASHINGTON--SN0W=60PSF--IBC
2015
°E O
PROJECT NO:
z;
SHEET NUMBER
DATE: 04-29-2020
`. ;
, D2D
U-S HICg"S-4.0-LB
oRAwN SY: KLNHEDS
�"-
CHECKED 8Y: KLN
REVISION:
4 aq•�OdA
SCALE: 1"=V-0
ROOF RAFTER
(TYP)
STUD
(TYP)
TOP PLATE TOP PLATE
TOP PLATE 2X4 (FLAT) HEADER
CONT. SINGLE 2x (NAILED TO TOP PL)
JOINT TOP PLATE
LICE
(B) 3" NAILS I (� PL4ATE
EACH SIDE
OF JOINT
24" MAX 24" MAX
1- WALL TOP PLATE SPLICE DETAIL
NOTE:
ALL MEMBERS
ARE 2x4
I 38" MAX I
3-TYP ENDWALL WINDOW FRAMING
L.
4-21.20a0
STUD
(TYP)
24" MAX I I 38" MAX OPENING I I 24" MAX
2x4 SILL
d WIND
TYP)
2-TYP SIDE WALL WINDOW/DOOR FRAMING
2x4 (TYP)
HEADER END WALL HEADER FOR
3" NAILS @ OPENINGS UP TO 9'-0".
8110 .C. SIDE WALL HEADER FOR
(4) 3" NAILS (MIN) 4'-0" OPENINGS.
THRU STUD INTO
EACH END OF HEADER
WALL TOP PLATE NAILED
TO HEADER W/ 2 ROWS
OF 3" NAILS @ 8" O.C.
(2) 2x4 w/
Y2" OSB SPACER. SIDE WALL HEADER
JACK STUD
FOR OPENINGS UP
(TYP)
2 ROWS OF 3" NAILS TO 6' Q".
@ 8" O.C. STAGGERED
PROVIDE A 2x4 JACK STUD RIPPED DOWN TO
NOTE: 1Y"x2" UNDER EACH END OF LOAD BEARING
HEADERS. NOT REQUIRED AT END WALLS. 4-DOOR HEADER SCHEDULE
WALL TOP PLATE NAILED
TO HEADER W/ 2 ROWS
OF 3" NAILS @ 8" O.C.
(2) 2x6 w/
Y2" OSB SPACER
2 ROWS OF 3" NAILS
@ 8" O.C. STAGGERED
SIDE WALL HEADER FOR
OPENINGS UP TO 9'-0".
(BUILDINGS UP TO 14' WIDE)
WALL TOP PLATE NAILED
TO HEADER W/ 2 ROWS
OF 3" NAILS @ 8" O.C.
(2) 2x6 w/
SIDE WALL HEADER FOR
Y2" OSB SPACER.
OPENINGS UP TO 9'-0".
(16' WIDE BUILDINGS)
2 ROWS OF 3" NAILS
@ 8" O.C. STAGGERED
2x4 NAILED TO HEADER
W/ 2 ROWS OF
3" NAILS @ 8" O.C.
LOFTED BARN--WASHINGTON--SNOW=60PSF--IBC 2015
PROJECT NO:
DATE: 04-29-2020
OLDHICKORY DRAWN BY: KLN
- SHEDS CHECKED BY: KLN
REVISION:
SHEET NUMBER
S-4.1-0
SCALE: 1 "=V-0