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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
MOVEMEN??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
BW�'DING 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
3'-6"
13'-8"
280
S6"
11'-8"
240
S-6"
10'-0"
200
8'-0"
160
3'-6"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
1'-101"
1'-104"
11'-8"
2'-8"
6'-4"
-
10'-0"
V-7"
6'-10"
-
8'-0"
0'-9"
6'-6-
6 1-0 1,
0'-10"
51"
-
•VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS.
OR
AT
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%44"
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"x8"x16"
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"xB"x16"
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
j 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 BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-8" 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-(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, II, III, OR IV
ill -all
SW/DW
6.00/480
0" TO 6"
6'-0'
2558LB
I, 11, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0'
2400LB
I, 11, III, OR IV
2400LB
I, 11, 111, 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
0" TO 6"
6'-0'
1658LB
I, 11, III, OR IV
1866LB
I, 11, 111, 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.
RECEIVED
DEC 0 8 1020
Permitting DeparILE tment
St. Lucie F
COPY
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. THESE CAN BE EXTENDED WITH
THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED
PORTIONS OF SHEDS ON LEVELING BLOCKS.
* 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***
13'-8"
7.00
243
0'-0" TO 3'-0"
10'-0"
11'-8"
6.00
208
0'-0" TO 3'-0"
10'-0"
10 .-0" a
r 5.00
-0"�jT"�0, 3' -0 �
Y�# 1Y111C0 ,»
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"
,� �-� ,y�
2'x2"iGALVANIZEDIMWASHE_R'�
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
1/2" THREADED ROD
"HIGH
WITH 1r/2 NUT r c�9i �,.. a�� '`
C3�1G2' THREADED R00
TIONAI:- FOR HIGH SET -
EYES BOLTED TOGETHER WITH 1/2"x2"
OPTIONAL FOR SET"
1 /2" COUPLER
NOTCH "x COUNTERSINK BOLT
THRU 2OTT BOTTOM PLATE
1 /2" COUPLE '- ' � = - -
[
BOLT & NUT WITH (2)2"x2" GALVANIZED
WASHERS (2.000LB SHEAR CAPACITY)
-.
1/2"x5" 400 LB. CONCRETE
TO 2" BOTTOM �E NAILED
'tt./2px1.2" FORGED EYEBOLT �:.�� `� I
cM- �sl a
a . :.
" MIN.
n a �4"
WEDGE ANCHOR INTO SLAB
THRU 2"x4" P.T. BOTTOM PLATE
(SEE TABLE 1 FOR SPACING)
_ 4" MIN.
I
1d------- - ------
�r _
EYES BOLTED TOGETHEBnWITH 1/2 x2" 'u:T .• ii
BI OR IV PAD ITH
BOLT &NUT WITH, (2)2 z2 GALVANIZED `- 6d-"'» • -' -< . -
BLOCKING AS REQUIRED (SEE TABLE 3).
1/2" x3" 400 LBJ
SIMPSON
A-24 CONCRETE SLAB BY OTHERS THROUGH
CONCRETE SLAB BY OTHERS THROUGH
WASHERS (2.000LB SHEAR CAPAGTTY)
CONCRETWEDGE ANCHOR
CUP
OR EQUAL LOCAL CODES AND JURISDICTION
LOCAL CODES AND JURISDICTION
30" EARTH „AUGERNCHOR� r _
c
(SEE TABLE 1 FOR SPACING)
(SEE TABtE'a FQR sPAaNc) --
¢� SHED WIITiH�SK+VDF
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
L TO PAD ®R BL®KK+IN:G
ANCHORED
TO CONCRETE
ANCHORED TO CONCRETE
TIE
-DOWN
DETAILS
CODE VERSION
FOC 2017 6th Edition, ASCE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
MANUFACTURED6UILDI iC
RESIDENTIAL LAWN STORAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Va-200mDh
EXPOSURE
D
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFlCIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 3001bs
FLOOR DEAD LOAD
BPSF
FLOOR LIVE LOAD
S1D. 75PSF - 125PSF OPT.
'R° RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
No
SQUARE FOOTAGE
LESS THAN 72o sO.Fi.
1 2017 FBC >>/12/1] MTD
2 GROUND ANCHOR 6' 11. MAX., ANCHOR EXTENSION5/28/18 MTB
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16
GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
1015.22.
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
M
6/1/18
Sheet: AD-1 OF 1
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-B-180-C Side Wall Header Schedule M80C) End Wall Header Schedule (180C) 4
D4 ALUMINUM ROOF SHEATHING Building Width Fasteners w/ strap Size{d} Max. Span NJ{b} Fasteners(each endxc)rep
Size Up to14'Wide 1-7k4' S0 0 4-3'x0.131'nails V}� `
_......_...----...._._._....__....._..___........._..._..__..
(each end).
0'-0' MAX. Max. Span NJjb} 2-Tx4"(c) 9'-0" D(d) 1 6 -3• x 0.131' nails t
1-0"x4" 1 6-0" D 3 - 3" x 0 131" nails a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber j
co
IM
r
e.'
0
I x4
RUNNERS
O
W
END Vi'
TRUSS
2"x4* TRUSS
M . D.C.
MAX.
b NJ - Number of jack studs required to support each end. `--�
4'x4' w2'x4" 8'-0" 1 6 - 3' x 0.131" nails
C. Laid flat
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
d. No Jack studs, but 2x6 studs laid flat. '."""_-""".""i
b. NJ - Number ofjack studs required to support each end. �
c. Window header for window openings that have more than 50% combined stud wall above T'
and below, otherwise use door header schedule. NOTES I. SEE SEE FASTENER SamouLE FOR ARE moilFNrs, ..
d. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4" P.T. 2 gE HEADER saHEnuL.TCR� AD"rr L te nor(. ft "
a. wR�o�Y HF .. FNVE caM U NED . oR 11ar:E WAu FRA11Nc AeovE
e. The header can be attached to the top plate and thus have the combined strength ►xD r3EigM. oD+EWISE REFER To DOOR Imo. CODE INFORMATION
equivalent and use the maximum span stated. CODE VERSION FB1 20'�7 � ' �""�-7•
MANUFACTURER SUPERIOR SHEDS
WALL 5 UUS I i BUILDING TYPE MANUFACTURED BUILDINGRESIDEN
GE
CONSTRUCTION TYPE V-B
I i I i SINGLE 2'x4'
� �O HFi1DFF( FIRE PROTECTION NONE
I I
(aJ 2•x4• �R1E1 1/Y PLYWOOD FIRE SUPPRESSION SYSTEM NONE
OR OSB FILLER OR (1),V"- �4W
4OCCUPANCY STORAGE
12'x12. OR ,6'x4• BEr*EEN ALLOWABLE NUMBER OF STORIES 1
'1 " rosHFATHDHc ASWM SS rPEA SECURED
12` MAX.
MANuFAcrulms NSIRucnoNs easlc WIND SPEED v ,Eomph
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EEXPOSURENCLOSURE
G
(OPTIONAL & DOORS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/- 0.18
IMPORTANCE FACTOR 1.15
G.F.I. �-� ROOF DEAD LOAD 1OPSF
NOTES-oPTONAL ELECTRIC ROOF LIVE LOAD 3OPSF OR 30011, POINT LOW
OUTLET T r uHE mHNenlar to
N -ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLF.FLOOR DEAD LOAD 10PSF
�-Li v. "T-S`�u-enHtirz#'
SOUR L L -ENCASE IN ALL METAL BOXES. William E. Neary, III FLOOR LIVE LOAD SM. 75PSF - 125PSF OPT.
DESIGN PRESSURES
CE
L 11
SIAP-51, SMI-79, ICC 51BSD40
�(R' RATING OF WALLS• FLOOR, ROOF
N/A
ROOF +27.8/-94.7 OF
FRAMING PLAN
WIRING DIAGRAM
10649Oakvie' POirteTerroce
GOC
MODULES PER BUILDING
ALLS/DOORS INDO S +32.6/-29 2
OPTIONAL``
L
a, Flarida 34734
1
HURRICANE PROTECTION USAGE
Na
HURRICANE SHELTER USAGE
No
MILEx OR ALPINE 255-
END *ALL
DOOR & WNDOW Ll%'i1TIONS VAi&'
SQUARE FOOTAGE
719 SOFT OR LESS
GH EQUAL
REVISIONS
sss111xxx Ilk
Q1i.Y67. 2•x4• COOAFt
AwNE z'
OR
DETAIL
REV
DESCRIPTON
DATE
BY
�oR
I
/
SHEATHING OMPTIo�NS
SEE HEADER
z' MAX
MAx
as4
a4• o c
DETAIL
71
/
g
/
Tx4 RUNNER_-"
ON INSIDE
L1_I
Dm*n By.
2,4
ENDS WAUUs
>
/
J
DOte:
g
Z
12/12/17
END WALL
.-.
Seale:
N A
0.C.
2x4 SOLE PLATE
Z N
oriel
44 OMUDS
MAX:__
FLOOR FRAMING
SS-B-180C
L4 901E RATE
2:4 SOLE PUTS
LLJ
r
1. TO PLANS ARE NOT PART OF THIS PLAN SET AND ARE
HOOK ING
STU05 SECURED 70 SOLE RAZE
fLL-J
tJJ J
GOVERNED BY LOCAL JURISDICILON.
2- THIS BUILDING IS EXEMPT FROM THE FLC ENERGY CONSERVATION
CODE
CODE PER SE7CII 1015.22.
x x
LJ LJ
x
LJ
.
LJ
AND FLOOR FRAMING WITH GLOW
(1ni"�■12' smAP �'/a-1� STANDARD WALL DETAIL
OR EQUAL
NmE: tvALL T,waNc WEMBBs ARE camNu«,s FROM
FOUNDATION SiLL TO ROOF AND A
Q g
3. TO TIE— DLTADS FOR PROPER INSTALLATION
r�aulRE>MExis m CODE
Ans W G" To 13' a
vals 13�•
FLOOR �ATHN� WITH
DOOR & WINDOW OPTIONS
SEENSURE
CONTINUOUS LOAD PATH. WHERE * NB1sErts ARE
O
4. ALLSNDS, RAFTEIM TRUSSES. ETC. ARE 2x4 12 sPF, EXCEPT
As NaEm
s o- To
- 3/4• PLYWOOD
NDT caNnNuo SHEET METAL CLAMPS, OR CLIPS
GAL,EDI;a� STEEL Of L�
U
5. STRUCTURES OVER 400 SO. Fr. WILL HAVE AN ee MINIMUM
ELEVATION CROSS—SECTION
END ELEVATION
4-x4- P.T. ATrACHED *rrH
124 OR awALFNT. SEE
- 3/4• P.T. R.TW000
- 3/4• T&G
THAN O0J UNAIL
W
DOOR
6. GUrrER9 TO EE INSTALLED ON -SILL BY OTHERS THRU LOCAL
TYPICAL ARCH FRAME
WTfH DOOR
TARE 2 FOR ,xrANTm AND
- 3/4• P.T. T&G
W O
��*
7. ALL WINDOWS AND DOORS 7o MEET THE MINIMUM SPECIFICATIONS
SPAaNG.
TO:.
W z•:<• LAID Fur
2.4 FI.Of](RRG
.2" BLOWNC ENO WAL19
g zx6- LAD FLAT
2x4 SOLE RATE
FLOOR FRAMNG
LJ x LJ LJ
AL1F5 s'-o' To 13'—B- ARIFs 6'-0. TO 13'—B•
END ELEVATION END ELEVATION
A
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v LL AS PER FLORIDA BUILDING CODE.
e o .W,v it AL musstiT CAN BaL . Err- TO HELP uRAL S CURE THESE
TABLE
Sam 11On1 xi
2
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NaA TITS: PROYmED 7HAT 7HE ADDED BEND DOES NOT INTERFERE
A E)ITSm) G BRAKES BET OS D THE STRAP.
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TYP. M 3/4• T&G PLYBOARID / O •. OF .'
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TABLE 2 FaOR UANITIY AND '�� ` S•••'•......... ••• •• ��\ ��`
SPACING. O '' 0
C) MottheW T. Bold'Win P.E.
z Florida License #64608
WITHOUT DOOR WITH GARAGE DOOR FLOOR JOIST. SEE SCHEDULE FOR SIZE L;.i
(ONLY ON Ei*AUj FLOOR FRAMING PLAN F M Sheet SSB-1 OF 1
WITHOUT DOOR WITH GARAGE DOOR FLOOR JOIST. SEE SCHEDULE FOR SIZE L;.i
(ONLY ON Ei*AUj FLOOR FRAMING PLAN F M Sheet SSB-1 OF 1