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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 -OS 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
ISP 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
SACKFILLED 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"
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
UPUFT (PLF)
ANCHOR SPACING
20'-0"
400
S-6"
13'-8"
280
S-6"
11'-8"
240
V6"
10'-0"
200
S -6"
8,-0"
160
S-8"
6'-0"
120
S-6"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
P-103"
1'-1C3"
I V-8"
2'-8"
6'-4"
-
10'-0"
P-7"
C-10"
-
8'-0"
0'-9"
C-6"
-
6'-0"
0'-10"
51"
-
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4"
SKIpB ONLY. 8' WIDE SHEDS HAVE (4) SETS OF SKIDS.
SETUP AND INSTALLATION OF _JBLE 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)4"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 BCRMIITE DOMNNOO Y�Wf,T„H NO
_TOOTER (GARAGE DOORS FOR EXAMPL R N ��ittAANN143 I��PPy�p66
TABLE
3A
PAD
TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD'
MATERIAL
I
2"X8"x16"
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
p
4'X8"x16"
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
B"X8"x16"
1900LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8'x8'x16") MAY SE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ADS PADS REQUIRED ON 11'-B" AND 13'-8' 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-(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, 11, III, OR IV
1879LB
I, 11. 111. OR N
11'-8"
SW/DW
5.00/480
0" TO 6"
6'-0"
2558LB
I, II, III, OR IV
2558LB
1, II, Ill, OR N
10'-0"
SW/DW
5.00/400
0• TO 6"
6'-0"
2400LB
1, 11, III, OR IV
2400LB
I, 11. Ill, OR IV
8'-0'
SW
4.00/320
O" TO C
6'-0"
2029LB
1, II, III, OR IV
2133L8
I, II, III, OR IV
6'-0"
SW
3.00/240
0' TO 6"
6'-0'
1658LB
I, 11, III, OR N
1866LB
I, II, III, OR IV
" LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING.
SCANNED
BY
St. Lucie County
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.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW"
UPLIFT (PLF)
END ANCHOR•"
MAX. INTERIOR SPACING*"
13'-8"
7.00
243
0'-0" TO's-O"
10'-0"
11'-8"
6.00
208
0-0" To 3' 0"
10'-0"
E1;0;=0
:_-5100i
-174-'_
0-0"'TO-3`-0:
8'-0"
4.00
138
U-0" TO 3'-0"
10'-0'
6'-0"
3.00
104
0•-0" TO S-0"
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW'
UPLIFT (PLF)
END ANCHOR""
MAX. INTERIOR SPACING••"
20'-0"
1 10.00
400 -
6-0" TO S-0"
5'-0"
• LOAD WIDTH OF UPLIFT ON RUNNER
LOCATION FROM END WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
1..QANCH 1OR 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.
ion-2-n/ ) s
REVMXYBEID BY
`
DATE
PLANS AND r MU
J,
� ON JOB
2'X2' GALVANIZED WASHER
OR NO INSPECTION NVML
B MADE.
2'X2" GALVANIZED WASHER
WITH 1/2- NUT
1/2" THREADED ROD
WITH 1/2" NUT
OPTIONAL FOR 'HIGH SEY
NOTCH OR COUNTERSINK BOLT
1/2' THREADED ROD ^�� -�
OPTIONAL FOR 'HIGH SET' i ,,,�
EYES BOLTED TOGETHER WITH 1,
BOLT & Nlli WITH (2)2'x2" GALVANIZED
1/2' COUPLER
THRU 2'x4' BOTTOM PLATE
2'x4' BOTTOM PLATE NAILED
1/2' COUPLEIR� -^
F�
WASHERS (2.000LB SHEAR CAPACIIY)
::
xx
'x �4' MIN.
1/2'ED (4 N LOR CONCRETE
WEDGE ANCHOR INTO SLAB
TO 2'X6" P.T. BASE
_ _ �4" MIN-
1/2'x12" FORGED EYEBOL" T"
L
THRU 2'X4' P.T. BOTTOM PLATE
I
EYES BOLTED TOGETHER Wfl`5 "/21xr2m" P _ I, OR N PAD WITH
�-
(SEE TABLE 1 FOR SPACING)
L-------
�
BOLT h NUT WITH (2)2'x2' GALVANIZED BLOCK.IV REQUIRED (SEE TABLE 3).
WASHERS (2.000LB SHEAR CAPACITY)
1/2'x3' (400 LBJ
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
,�XSj•IC�' i ..ii.= .+2
(SEE TABLE 1 FOR SPACING)
30" EARTH AUGER A 1L4 y� WIC r.,r
(SEE TABLE 4 FOR SAC j4rr"
'NO
_--
U.SHED'WlrSKID
SHED
WITH SKID
SHED
WITH FLOOR' OPTION
TO�PADTr0R!BLOCKING
ANCHORED
TO CONCRETE
ANCHORED TO CONCRETE
TIE
-DOWN
DETAILS
CODE VERSION Fee 2017 6N F l ASCE-7 :I
MANUFACNRER BUPTApR s1¢DS
BUILDING TYPEpy
UyM"'E
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORALE
ALLOWABLE-NUMBEIZOESiORIESI
- -_--- -
-
BASIC WIND SPEED
V+-teOmpn
EXPOSURE
C
ENCLOSURE
FNCLOsm
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
ILIPORTANCE FACTOR
1.15
ROOF DEAD LOAD
tOP3F
ROOF LIVE LOAD
20PSF OR 3oolbs
FIDOR DEAD LOAD
8n1`
FLOOR LIVE LOAD
sue. 75PSF - 125PSF On.
"R' RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
t
HURRICANE PROTECTION USAGE
No
HURRICANE SHELTER USAGE
No
SQUARE FOOTAGE
L65 T no So.FT. '
(n MTB
p Dar<:
LEJ 4/26/16
= S,tmc
(n N/A
o0el
LLJ ALL
GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
LEJ 2. THIS BUILDING IS EXEMPT FROM THE FSC
ENERGY CONSERVATION CODE PER SECTION
J 1015.22.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
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CD °., STATE OF 44/
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J Matt ew 7. SOidN'IR P_E.
Q'" FinriCo License .64608
Cn
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AD-1 OF 1
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2N
END
PSI APPROVAL 261b-01-18
1 ALUMINUM ROOF SHEATHING
ROOF FRAMING PLAN
ELEVATION CROSS-SECTION
TYPICAL ARCH FRAME
END ELEVATION
WITH GARAGE DOOR
(ON", ON Onow
Side Wall Header Schedule (180C)
Size
dl
BgWide
Upp to to 14! ' Wide
Fasteners vrl strap
(each end)
Max. Span
NJ@}
1-4'x4'
6'-P
0
3 -3'x 0.131' nails
4'k4"v25E4'
e'-0'
1
8-3•x 0.131'nails
a. Tabulated values are for No. 2 gade Spruce -Pine -Fir lumber.
b. NJ - Number of lack studs required to support each and.
c. Windex header for window openings that have more than 50% combined stud wall abou,
and below, otherwise use door header schedule.
d. See header details for alternate layouts, i.e. 2-2X4' or 4 x4' P.T.
a. The header can be attached to the top plate and thus have the combined strength
equivalent and use the maximum span stated.
Max. Span I N.kb1
b. NJ- Number otlecx studs DOuirad 10 supper each end.
c. Laid Bat
d ND.eck studs, but NO studs led Alal.
*I —
1. ACE FASIm. Be ... M 1. NARD aEgPRE4FNIS
2 SF NF1pat g.1YLUl£ ZY "M aeI wNmAAMN
1 McDW 0. OTH INK CREF RFp WX pR YORE WUE f1411wc IBNE
AND eanW. onIDASE REFORM DoOR Names
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f0 MAX.
WNVFIGNRFAE P6lRI1CRON6
HYDROVENT DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
(OPTIONAL)
& DOORS
DOOR 6' WIDE OR LESS
G.F.I. �+ NOTES -OPTIONAL ELECTRIC
OUTLET
-ALL WIRING SHALL BE B GAGE 3-WIRE MC CABLE
N " -ENCASE IN ALL METAL BOXES.
SOURCE
L "
WIRING DIAGRAM
(OPTIONAL)
.SEE HEADER
D.M.
f.4 RuNND.
ON INSUE
2a4
24•
4"x4" W/2"x4"
CODE REVIEW
pf<ssmeeTxNx<Im<:m<.. m<
17183n<4rL�nM1<eI
llJ833N5
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2239
PlainReview. N[fm GMarti,y PE
RPEA2U]9.I6,T FIEM
16YCCL 1U0]N6. TN PF IIL1939
I4 xDMMM WAu
SH"M aPRO15
END WAu
L SOLE PUTE
EEmR FRMIIND
AND FLOOR FRAvND WUN OR.-
(1m"').12• SNAP W/6-10d MIS STANDARD WALL DETAIL
Nine WAu FRAMING MEMBERS ARE CONFIRMS FIMu
ce EOLLLL
WITH DOOR & WINDOW OPTIONS
FOUNDAMN SA, TO ROOF AND ..am pISURE A
COMMAS LOAD PAIN. W ON WALL MET1YeE.Rs ARE
e
F+OaR sxGk H
NOT cONRMIWS ew MU& CIAVPS. TID. OR
3/4' RtWOpp
- 3/4• P.T. PLwrT4p
SNAM BE FORMED OF GLLwM>m sFED. OF NOT LEBS
- 3/4• TkG
IWN OMe NOWw TIICKNM
P.T. T&O
� 4M1C
TABLE
2
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TARE 2 FOR ouunm AND
I
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EUPEROR ANEXE
tTPE
Ur rvRED B
REsmun_w.UONN_
mON TYPE
V-e
MOTION
NONE
'RMSION SYSTEM
NONE
y -
SIORRGE_
E NUMBER OF STORIES
1
ID SPEED
V�-160mpn
c
IE
NG n m
PRESSURE COEFFICIENT
+/- G18
GE FACTOR
11.15
WE LOAD
3OKF OR 305R KIM IM
DEAD LOAD
1DEEF
UME LOAD
3M 76PSF - 12EPSF OPT.
MNG OF WALLS. FLOOR, ROOF
N/A
CS PER BUILDING
1
DJE PROTECTION USAGE
NO
N E SHELTER USAGE
NO
E FOOTAGE
719 SOST. OR I£4
w wmwn
MTB
z om
J 12/12/17
Z
Q Scale:
H N/A
(n LLJ vr,7F—
= In SS-6-180CR1
0- W I. FUUNDATUA PVf3 IRE NOT PART OF Tm PIAN SET AND ME
0-WYaWED W IOfIL ,NRe01ClI0N.
W J 2 WOE PERS CIpNE%IEIIEPT FROM RIC me EN. CONSENVAMN
Qa S. fIFFM io jI -�µN DETAOS FOR PROPER WAUAMN
fdONF4FN10 TO MEET COOS
4. ALL 6TUM sa a MuSSUS. ETC ARE b 02 SPF. E%CEi
N 0 AU NGFED.
() S. See MRD OVEP. 400 so. R. WILL NAVE AN DO' "Nuv
MR.
LU fl� 6. G�uTnRS M BE RERAVUE) OF SFIE RT or . THND MIN.
es
NQ >. NL WwU0W9 AND Game To MEET THE VNIMUM SPEG6FGRONs
LL n As: IX nARIW Btt — sell- --."e— — UN1—
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STATE ; .4, -
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Matthew T. BOIdWIn P.E.
z
Florida License #64608
F m
Sheet: SSB-1 OF 1
MAR 21 2018
ST, Lucl�Y Remitting