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SETUP AND INSTALLATION OF SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING
IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING (SEE TABLE 3).
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED
THRU THE 2"X4" BOTTOM PLATE WITH A 1/2' AUGER BIT. 1/2" EYEBOLT OR OPTIONAL
1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE.
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE
CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOR.
7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2'x5" WEDGE ANCHOR THRU THE
2"z4" BOTTOM PLATE.
TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
3'-6'
13'-B"
280
3-6'
I V-8"
240
3'_'
10'-0"
200
S-V
8'-0"
160
3'{'
6'-0"
120
3'._6"
TABLE 2
SKID RUN ER SPACING -
SHED WIDTH
X1
X2
X3
13'-8"
V-103"
V-10}"
V-104'
I V-8"
2'-8'
6'-4-
-
10'-0"
V-7'
6 -10'
-
W-0"
0'-9'
6'-6'
-
6'-0'
0'-10"
51'
-
-VALUES ARE FROM END OF JOIST T CENTERS OF (2) 4'.4'
SKIDS ONLY. 13'-8' WIDE SHEDS HAVE (4) SETS OF SNIDE.
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL ONCE THE
BUILDING IS LEVEL BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)j'x4}"
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 413).
5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS
REMOVED.
6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
TABLE 3A
PAD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD"
MATERIAL
I
2'z8'z16'
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4'x8'x1fi'
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16'z16'
3950LBS
ABS PLASTIC PADS
IV
8"x8"xt6'
1900LBS
CO 7C
RETE BLOCK
QU LITY
CEMENT
AND SAND
MIX
• BASED ON 2000PSF SOL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR MUD CONCRETE BLOCK: (EINWxI6-) MAY BE STACKED
ON PADS FOR HIGH SETS UP T 48- WITHOUT REINFORCING.
2. ASS PADS REQUIROD ON IV-B' AND 13'-B- WIDE SHEDS ONLY.
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
PAD
MAXIMUM LOAD AND PAD TYPE
SHED WIDTH
TYPE
LW (PL.F)
END PAD
MAX. SPACING
ENO PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
S1DE RUNNER
PAD TYPE
13'-8"
SW/DW
4.15/332
Cr T 6
6'-0'
1936LB
I, II, III, OR IV
1879LB
I, 11, III, OR N
11'-8"
SW/DW
6.00/480
0" T C
6'-0'
255BLB
I, II, III, OR IV
2558LB
I, IL 111, OR N
10'-O"
SW/DW
5.00/400
0' T 6'
6'-0'
2400LB
I, II, 111. OR N
2400LB
I, II, III, OR N
8'-0"
SW
4.00/320
0' TO 6'
6'-0'
2029LB
I, II, III, OR IV
213318
I, II, III, OR N
6'-0"
SW
3.00/240
1 0' T 6'
6'-0"
1658LB
I, 11. III, OR IV
1866LB
I, 11, III, R
LOAD WIDM OF UPLIFT ON RUNNER
NOTES
1. PAD CENTERPACING IS END TO CENTER OF PM.
2. PADS DRIER THAN END PADS SPACING IS CENTER TO CENTER
i USE SAME MAXIMUM SPACING FOR INTERIOR SPACING.
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GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL. VA. OR EQUAL AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4,900 LES,
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 4B.
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
(FLOOR SYSTEM) AND ATTACHED TO ANCHOR.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW"
UPLIFT (PLF)
END ANCHOR""
MAX. INTERIOR SPACING...
7.00
243
d-o* T S-0"
IO'-0'
11'-8"
6.00
208
0'-0' TO 3'�
10'-0'
6:D0 I
174
O'
- 8'-0"
4.00
138
VL-0- TO S-Or
10'-0'
6'-0"
3.00
1G4
d-e T S-0'
10'-0"
TABLE
30" AUGER ANCHOR SPACING
B
- DOUBLE WIDE
SHED WIDTH
LW"
UPUFT (PL.F)
END ANCHOR--
MAX. INFERIOR SPACING...
20'-0'
10.00
400
O'-0" T S-0'
5'-0'
• LOAD WIDTH OF UPLIFT ON RUNNER
LOCATION FROM END WALL OF AUGER ANCHOR
�" "MUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2 ALL MFASIIRE/EMS ME CEREt-TO-CEtAER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER,
ADDIDONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0'
BETWEEN ANCHORS_
4. ANCHORS SHAD. BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PTA® NW TO AN
EXISDNC BUILDING: IN WHICH ANCHORS CAN BE PLACED ON THE END WAILS M CLOSE
T THE SIDE AS POSSIBLE
_.p
--.
2'#' GALVANIZED WASHER
212' GALVANIO WASHER -v
WITH 1/2' NUT
1/2' THREADED ROD
WmHy1/2 NUTS '' _
1/2- TIiREADEI) ROD
EYES BOLTED TOGETHER WITH 1/2'#'
OPTIONAL FOR UGH fY
NOTCH OR COUNTERSINK BOLT
THRU 2'x4' BOTTOM PLATE
OPTIONAL FOR 'HIGH SET'® I��""
[Jyy _
1/2•,
"'- i. ^ I " '
BOLT @ NUT WITIH (2)2'#' CALVAN®
WASHERS (2000LB SNFAR CAPACITY)
1/2' COUPLER
2'z4' BOTTOM PLATE LAMED
COUPLER -- --)
y +„ }/' ♦ •+..,
1/2 x�12 FORGED EYEBOLT y�4y
EsA
�
_
• MIN.
•
1/2'x5' (400 LB.) CONCRETE
WEDGE ANCHOR INTO SLAB
P.T. PLATE
LAM
THRU(S
TO 2 A" P.T. BASE
___ I •
_- - MIN.
af's"�S3
EYES BOr).TED TOGETHER WITH 1/2 # - i 1
T�EfI II
4
E TA
(SEE TABLE 7 FOR SPACING)
MR S
a-- a--___
IIl`OR N PAD WITH
BOLT & NUf'WRH (2)T # GALVANIZED 1j1�'q'
WASHERS (2000LH+SHEAR CAPACITY) BLOCKING AS REQUIRED (SEE TABLE 3).
-
FRAM AUGERS'ANCHOR ,�ifY
1/Tx3' (400 lB.)
CONCRETE WEDGE ANCHOR
(SEE TABLE 1 FOR SPACING)
SMPSON A_24 CONCRETE SLAB BY OMES THROUGH
NP OR EQUAL LACAL C00Es AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
iu EEI
(SEEsTABLET4 FOR'SPACINC) ram.
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w,-:.
SHED
ANCHORED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
- TO-PAD•OR-BLOCKING
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TO CONCRETE
ANCHORED
TO CONCRETE
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INTERNAL PRESSURE COEFFIOErT
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MODULES PER BUILDING
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GENERAL NOTES
I. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
w Z THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
J 1015.22.
m 3. NEFER TO STTALLATIONTIE-DOWN
DETAILS OPROPER EMEMS TOMEET COIN
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OFSIGN PRESSURES
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TYPICAL ARCH FRAME
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Building WidN siz lo) Maz. Span mbj
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NJ - Number ofjack studs required to support each end.
Window header for vrindow openings that have more than 50% combined stud wall abo{e
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See header details for alternate layouts, i.e. 2-7'x4•' or4"x4" P.T.
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uiyalent and use the maximum span stated.
b. NJ - Number ofjack studs required to support each end.
c. Laid flat
d. No Jack studs, but a16 studs laid Ii
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