HomeMy WebLinkAboutInstallation GuideSETUP 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 U. T IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
BUILLIS 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
UPUFT (PLF)
ANCHOR SPACING
20'-0"
400
T-6"
13'-8"
280
S-V
Il'-8"
240
V-6"
10'-0"
200
3-6"
$'_p"
ISO
3'-6"
TABLE 2
SKID RUNNER SPACING•
SHED WIDTH
X1
X2
X3
1'-103"
1'-104"
1'-10)"
2'-B"
6'-4^
-
10'-0"
V-7"
6'-10"
-
B'-0"
0'-9"
6'-6"
-
NALUES 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�-xq-
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"xl 6"
1778LBS
CO CRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"xB"x16"
350OLSS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"xl6"
3950LBS
A13S PLASTIC PADS
IV
B"xe"06"
1900LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
• BASE) ON 20ODMF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SCUD CONCRETE BLOCKS (B"xB"x16-) MAY BE STALKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ARS PADS REQUIRED ON IV-6" 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
SW/DW
4.15/332
0" 1D 67
6'-0"
1936LB
I, It. III, OR IV
1879LB
I, II, III. OR IV
SW/DW
6.00/480
0" 1D 6"
6'-0"
2558LB
I, II, Ill, OR IV
2558LB
I, II, III, OR IV
1 O'-0"
SW/DW
5.00/400
0" 1D 6'
6'-0"
2400LB
I, II, Ill. OR IV
2400LB
I, II, III, OR IV
8'-0"
SW
4.00/320
0" 1D G
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR N
6'-0"
SW
3.00/240
1 0" TO 5"
6'-0"
1658LB
I, II, III, OR N
1866LB
I, II, III. OR N
• 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.
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.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPUFT (PLF)
END ANCHOR-*
MAX. INTERIOR SPACING•••
k3'-8"
K756M
OEM
-$^
6.00
208
U-T TO 3-0"
lo'-O"
10'-0"
5.00
174
0-0" TO S-T
10'-0"
8'-0"
4.00
138
U-Cr TO S-T
10'-0"
6'-0"
3.00
104
U-(r TO S-T
10'-O"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
UPUFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING•••
20'-0"
10.00
400
0'-4D- 10 S-V
5'-0"
• LOAD WIDTH OF UPUFT ON RUNNER
LOCATION FROM END WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DEIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER
3. THE MINIMUM NUMBER OF ANCHORS PER SHED S (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 WADS DICEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PIACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE
C, aY
2"x2" GALVANIZED WASHER
A) d
�1f. ••�i
2"x2" GALVANIZED WASHER
WITH 1/3" NUT
1/2" THREADED ROD
WITH 1/2- NUT
OPTIONAL MR "HIGH SLT
NOTCH OR COUNTERSINK BOLT
THRU 2"x4" BOTTOM
1/2" THREADED ROD
OPTIDNAL FOR "HIGH SET"
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH CO2-.2- GALVANIZED
1/2" COUPLER
PATE
2.4' BOTTOM PLATE WILED
1/2" COUPLER :�
1/2"d2" FORGED EYEBOLT� �
WASHERS (2.000LB SHEAR CAPACTD)
4
_:
)•
IN.
• . -
1/2"x5" (40D CONCRETE
WEDGE ANCHOR INTO SAB
THRU(S 2"x4' P.T. PATE
TO 2"x6' P.T. BASE
_____7 _ -I--¢ MIN.
I
I
EYES BOLTED TOGETHER WITH 1/2j •�
FOR
(SEE TABLE 7 FOR SPACING)
H------- �------- J..
TYPE I, II, II: OR IV PAD WITH
BOLT & NUT WITH (2)2- 2- GALVANIZED ' g�pCyjNG REQUIRED (SEE TABLE 3).
1/2 x3" (400 IB.)
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CONCRETE SLAB BY OTHERS THROUGH
WASHERS (2.000LB SHM CAPACR17
CONCRETE WEDGE ANCHOR
CUP
OR EQUAL LOCAL CODES AND JURISDICTION
LOCAL CODES AND JURISDICTION
(SEE TABLE 1 FOR SPACING)
30" EARTH AUGER ANC OR
(SEE TABLE 4 MR SPACI G)
STIED WITS KID
SHED
WITH SKID
SHED
WITH FLOOR' OPTION
0 f. DIOR7l8L0CKI G
ANCHORED
TO CONCRETE
ANCHOREDD
TO CONCRETE
-%qt
TIE
-DOWN
DETAILS
CODE vER51DN FIX =7 au F MCF-T
WNUGALNRE SOPQWq SHEDS
CONS UCIION TTPE V-e
TIRE PROTECTION a
TIRE SUPPRESSION SYSTEM NGNE
OCCUPANCY ST(KRAGE
ENCLOSURE
L w
INTERNAL PRESSURE COEFRCIENT
./- 0.14
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1OP4
ROOF WE LOAD
SOPS OR ]pp®,
FLOOR DEAD LOAD
ePs
FLOOR WE L6N
m T53F - 11 M.
"R" RATING OF WALLS. FLOOR ROOF
WA
MODULE PER BUILDING
t
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQIIAStE FOOTAGE
LF55 1RNN nD m.FT.
V) MTB
Q Gat":
LJ 4/26/16
SCOT¢
(n Modell:N A
Lli ALL
Q GENERAL NOTES
1. FOUNDATION PANS ARE NOT PARE OF THIS
PAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
BUILDING
J.J 2 THIS BUILDING IS TION C FROM THE FBI
J ENERGY CONSERVATION CODE PER SECTION
01522
D] 3. REFER TOTIE-DOWN DETAILS FOR PROPER
D INSTALATITION REQUIREMENTS TO MEET CODE
0
Q
LLJ % �j E ........... ///i
Z �A, L\GENSF .•• �L/i
(n �W
:• � i
Q
LJ
OF 4U
IV N
O// GCS•'• ................... G �\
J MOl1heW T. Baldwin P:E
EIQTid LR /E4609
V)
Z Sheet AD-1 OF 1
End Wall Header Schedule 180C
2018 12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-B-180-C Side Wall Header Schedule (180C) ¢r —
Fasleremw/o strap
Building Width Size(d) Max. Span N-kb} each endKc} '✓ p. .___
D4 ALUMINUM ROOF SHEATHING Size Up to 14'Wide Fasteners end) 1TxP fi` ' 0 4-TX0.131•rel5 •
MaxS NJ{bJ (each end) 2-2'x4•(D) X- 0on 6-3•x0.131'leils ---- - --- �'1
0 -0 MAX.
Tn
'0
i •
m
I
0
r
1x
RUNNERS
0
w
END W
TRUSS
2'xb' TRUSS
824' O.C.
DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
+27.6 -s4.7
AIJS/DOORS/WINDO
+32.6 -292
pan
1-4"x4" 5-0" i D 13-3•x 0.IT, nalls a. Tabulated values are for No. 2 grade Spruce-Ptr irlumber.
4'x4'v2'x4- tr " 1 1 6-3'x0.131•nails b.NJ- Number oflack studs mauled to suppod each end.
a. Tabulated values are for No. 2 grade Spmee-P ne-FIr lumber. d. No Jack studs, but W studs laid fiat.
b.NJ-Number of jack studs required to support each end. T .. L •'•. C. Window header forwindow openings that have more than 500A combined stud Wall above
and below, otherwise use door header schedule. _
I. Sai normaA SOEAM1E rVt IW6'A•NE
tl. See header details for alternate layouts, i.e. 2-2'k4' or 4'x4' P.T. a swxemw IUW rxa .aaN. M
e. The header can be attached to the top plate and thus have the combined strength um er1M. ("Mm r¢nR ro 001 IaAmaMl CODE INFORMATION
equivalent and use the maximum span stated. CODE VERSION ma m1 m wa. Aux-T.
wMl sly
I
i
uanam
I I ii
'
sxFA1MR
I
� i i i
m ri1' wlm tK PLlwocw
i i �
a osa rum w (fH•J•
1n1r OR 161C 111LYEa1
'
12' MAX
I MAX
HYDROVENT DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
& DOORS
OPTIO A
I DOOR 6' WIDE OR LESS
:'aa•
4"x4" W/2"xW
a/-
MANIaAcmmx
suwmoRsans
BUILDING T1PE
srwADx
CONSTRUCImN TYPE
v-B
ME PROIECIWN
NONa
F6E suaP aEssON sYslEM
Noe:
OCCUPANCY
smRAGE
ALLOWABLE NUMBER OF SNOMES
1
BASIC WIND SPEED
w Iaarh
Da'asu E
c
ENcucsuB
END®
INTERNAL PFESSURr 010 R 0ER
ate
A0OWANCE FACTOR 1.15
ROOF DEAD LOAD low
OUTLET NOTE -OF nONN B ECTRIC ROOF LIVE loM a°vsF °R 30m Paint IRAD
,HraP.4
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLEru:. �,.u.,re.. BOOR DEAD LOAD 1o4
SOURCEN II -ENCASE IN ALL METAL BO)ES. William E Neary, Ill ELOg1 LIVE lAAD sm.TSPSE-146PSF M.
L II SNIP-51, SMI-79, ICC 5195040 •R• RATING OF WALLS, NDOP, ROOF WA
WIRING DIAGRAM 1p6490aMiery PoNte Terrace
(OPTIONAL) Wdia, R0 da 34714 MODULES PER BUILDING I
HURRICANE PROIECLION ASIDE Na
HURRICANE SHELTER USAGE
Na
xSe•
rta wMl
•Dom a wNmw lannaN6 vuw
SQUARE FOOTAGE
716 SaIT. m IFS
REVISIONS
m�m.I�iA.
• O°'L'"
Mw uevvc
1� °Ero"
REV
DESCRIPTION
GATE
BY
ill
siaAT0NC oraG15
12' VAX
R£ IaAIER
/
uax
y. on
rcrAa
t>N ROIIAR
DN e1mF
/ /
// i
UJ
Drawn BY: MTH
m
/
M wy s
Z
12/12/17
wMl
0,
S Dla
I�
N/A
as snms o
� sax D.aC
(n L+-I
adm
2r as
RNR mNalc
Z (n
SS-B-180C
m SaE PIYaC
La DIE iWE
W
0-
1.mug r016 Mai Nor PART OG 11� PUN sor ANp AIF
GINrRNm aY Iaaa
Rao FROM
stlAa smuran ro swE FAME
W .J
as Bal0N0 a TIE mG 11adw oohsawAlQR
cox PERg� 1o1aa
L5 L:1
a
Ly
I�N�v crow FMYIF wmt Gass•
y1�6 yy s'""P w/a-100 IaWs STANDARD WALL DETAIL
No1D
0-
. I 6 m rE-NYIw RII15 row Eax£A NsrNulaN
1aEf
r. Macs ws• m 1Y-C
I y. 6d ro 1Yd
naPi SIFAIWh WITH DOOR &WINDOW OPRONS
sm �roNRNUaus emllE A
aMaRlwus wn PAt1Lma NL
NDr SHEET tq a 5
(/i �
A u
6 �STt RR�OaS Wd Ia0 so. R. wa11NVE NI NkMWI
ELEVATION CROSS-SECTION
END ELEVATION
ND
♦ta• P.T. AW= w1H
ma m mwMam. ss
.4
- LA' YADDa
_ a/a. Q.T.i�
AYL. ,1 0. Nat LF fJlvMahD Mal 6 NDr IESS
nlMa maO• IIDVA4IL 11a1,M�¢
U
W
BC
e. ro ff DanLLEO ON-sna m Dllms naN IIXX
TYPICAL ARCH FRAME
WITH DOOR
a YDa aWmrt.uP
- a/A• vi. Tu
W
p
7. •NL w6motrs Mm IDOM To IIET Ra: lie" SRCeN:VpNS
sADNc
iA o
x
W YM' UD it/a
as aP FINIS
aH magma
s'.e IAD W
bI 50E Mft
roux FaAft
u u
e•-o• ro 1s�• MI6 sue• ro 1s-r
-a• Max
___
----
BfD NOIII
al p
9
1r-a•
r-1d• r-Id•
A• -tar
11'-e•
Y-E a -a
tw-D•
r-r a-tr
-
E�•
d-a• Cd
-
w-D•
a -la et•
-
I
i
�Krblmsmmwma or maw•
sc nr Iv wm rc m ma v�
=
I
B
?(
I
i
W P.T. 2i aG 1W.
1P11dVl 1251. O Ir G.G
I
M wm1 a/r Tab Mmom"a
P.L/S 04 rb® 'AlM
IC{ w ENNME11r. SEE
rAmC I raR oo,4an INo
ft
I
i
77—
_
___
_ _
____
___
____
____LA
vW a FLAT Um
oSTR+M's rC/R BE near
N.9AA° snalnuwl MOI®as
YF31®6: P roUS�nl1T T1ffIm � D 6 �MIF16�
EN
a+Mas STRIP.
i STATE
��F�ORIDP ,:'���`�
0 Matthew T. Baldwin P.E
Florldc License #64606
END ELEVATION END ELEVATION Z
WIIHDIIT DOOR WITH GARAGE DOOR R00R' saanlAE f0R 5� w
(mLY GN N*ALQ FLOOR FRAMING PLAN m Sheet SSB-1 OF 1