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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"x4" BOTTOM PLATE.
TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
S-6"
13'-8"
280
S-6"
1 V-8"
240
3'-6"
10'-0"
200
S-6"
8'-0"
160
S-6"
6'-0"
120
S-6"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
1'-1q"
1'-104"
1'-104"
11'-8"
2'-8"
6'-4"
-
10'-0"
V-7"
6'-ton
-
8'-0"
0'-9"
6'-6"
-
6'-0"
0'-ton
51"
-
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS.
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)1"x44"
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 4B).
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"xB"x16"
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"xB"x16"
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16'k16"
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SO I C CRETE BLOCKS 8"xB"x16') MAY BE STACKED
ON PADS FOR HIGH SETS E RCI .
12 ABS PADS REQ RED .ON 11'-8" I Li ��DSToY .
BUILDING DIVISI
RE"91e F�
S F0i
�°®6Y:f°" �
TYPE REVIEWEDY
1DATE�1
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHED
SHED DESCRIPTION
PAD
MAXIMUM LOAD AND PAD
SHED WIDTH
TYPE -
LW*(PLF)
END PAD
MAX. SPACING
END PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-8"
SW/DW
4.15/332
0" TO 6"
6'-0"
1936LB
I, II, III, OR IV
1879LB
I, II, III, OR IV
11'-8"
SW/DW
6.00/480
0" TO 6"
6'-0"
2558LB
I, II, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"
5'-0"
2400LB
I, II, III, OR IV
2400LB
I, II, III, OR IV
8'-0"
SW
4.00/320
0" TO 6"
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
Cr TO 6"
6'-0"
1658LB
I, II, III, OR IV
1866LB
I, II, III, OR IV
• LUAU WIDTH OF UPLIFT ON RUNNER
NOTES
I. PAD SPACING 15 END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING.
C icRALFD FASTENERS OR ATTACHMENTS
AnE THE RESPONSISILITI' OF THE
PLANS AND PgRMIT
MUST BE KEPT ON JOB OR
NO INSPECTION W!!-L UE F.01ADE
THESE FL11*1 AP40 ALL PROPOSED WORK
ARE SURJRCT I d ANY CORRECTIONS
Et�CIR�D 5 FIELD INSPECTORS THAT
MAY BE IINEC bSARY IN ORDER TO
COMM WITM A" Ate eiG-A&E CODES:
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 LBS.
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.
• LOAD WIDTH OF UPLIFT ON RUNNER
::.LOCATION FROM END WALL OF AUGER ANCHOR
••* MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS..
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE.
TABLE 4A
30" AUGER ANCHOR SPACING -SINGLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
-7;OQr�
�243•r
0-0T0*3�-0�
--1,p`
11'-8"
6.00
208
0'-0" To 3'-0"
t0'-o"
10'-0"
5.00
174
0'-0" TO 3'-0"
10'-0"
8'-0"
4.00
138
0'-0" TO 3'-0"
10'-0"
6'-0"
3.00
104
0'-0" TO 3'-0"
10'-0"
TABLE B
30" AUGER ANCHOR SPACING -DOUBLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
20'-0"
10.00
400
0'-0" TO 3'-0"
5'-0"
8C1L`lNNE" '
BY
2"x2" GALVANIZED WASHER
Gi Lucie County
2"x2" GALVANIZED WASHER 'rr`>.-
WITH 1/2" NUT
1/2" THREADED ROD
r s��
WITH 1/Y NUT .r»�'- r�
OPTIONAL FOR "HIGH SET"
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD _
OPTIONAL FOR "HIGH SET"- '�fy
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT &NUT WITH 2 2"x2" GALVANIZED
O
1 2" COUPLER
/
THRU 2"x4" BOTTOM PLATE
2"x4" BOTTOM PLATE NAILED
1/2" COUPEER�+ • =
�?." +�- _- • .-- Vy.• �`.
WASHERS (2.000LB SHEAR CAPACITY)
:_:
�;
1/ "x5" 400 LB. CONCRETE
TO 2"x6" P.T. BASE
1/2"z12" FORGED EYEBOLT =
/9 -
3GRADE
4" MIN.
a
EDGE ANCHOR INTO SLAB
THRUSEE xTAB
----___-� 4" MIN.
�.T�
EYES BOLTED TOGETHER WITH 1%2 x�'¢
ET1 FORSPACING)L4-----
--
BOLT & NUT WITH 2 2"x2" GALVANIZED, -�T PiE I, II, III, OR IV PAD WITH
O -, -' ;'�i, '%
WASHERS 2.000LB SHEAR C,APl�CI %`- BLOCKING AS REQUIRED (SEE TABLE 3).
( TY)vf y r
1/2"x3" 400 LB.)
CONCRETE WEDGE ANCHOR
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CLIP OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
(SEE TABLE 1 FOR SPACING)
30" EARTH AUGER ANCHOR _fan
(SEE TABLE 4 FOR SPACING):;
��f� �_.
WITH SKID
SHED WITH SKID
SHED. WITH 'NO FLOOR' OPTION
TOSHED
AD..OR�BLOCKING"
ANCHORED TO CONCRETE
ANCHORED
TO CONCRETE
f_
TIE
-DOWN DETAILS
CODE VERSION
FBC 2017 6th Edition, ASCE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
IUF CTURED BUILDI
(f) _ MTB
0 Date:
W 4/26/16
Seale:
(n N A
otlel
LJJ ALL
� GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
LLI 2. THIS BUILDING IS EXEMPT FROM THE FBC
___I ENERGY CONSERVATION CODE PER SECTION
1015.22.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
:D INSTALLATION REQUIREMENTS TO MEET CODE.
0
Cn
o
••
CENSF •• •. ���i
0
U' i �•�.• STATE OF : 44/ �
J lllllll
___I `Matthe T. Baldwin
Q `Florida License 84608
z Sheet: AD- 1 OF 1
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