HomeMy WebLinkAboutPLANSSETUP 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 BR. 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-e
13'-8"
280
3-B"
11'-8"
240
10,-0"
200
160
S-6"
6'-0"
120
3'-C
TABLE 2
SKID RuNNER SPACING -
SHED WIDTH
X1
X2
X3
P-1or
V-1C)"
2'-8"
6'-4"
-
10'-O"
1"-7"
6'-10"
-
8'-0"
O'-9"
6'-6-
6.-0.
0'-10"
51"
-
*VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"xe
SKI05 ONLY. 8' WIDE SHEDS HAVE (4) SETS OF SKIDS.
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"x4j"
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
-
-
F;
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
CODE INFOR TION
CODE VERSION
EBc 2B+• Ea^�• Asa-'
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B).
5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS
REMOVED.
MANUFACTURER
MMUOR SEED
BUILDING TYPE
D "usm m
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.
I
CONSTRUGTON TYPE
Y-B
ERE PBOIECnaN
NONE
TABLE 3A
PAD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD'
MATERIAL
1
2"x8"x16"
1778LBS
CO
CRETE BLOCK QUALITY
CEMENT
AND SAND MIX
II
4"x8"X16"
3500LBS
CONCRETE
CEMENT
BLOCK QUALITY
AND SAND MIX
III
16"06"
395OLBS
ASS PLASTIC PADS
IV
8"x8"x16"
190CLBS
CONCRETE
BLOCK
QUALITY
CEMENT
AND SAND
MIX
• BASED ON 2000PSF SOIL BEMING CAPACITY (2000PSF IS TYPICAL)
i�HOOL OW OR SOUD CONCRETE BLOCKS (B"X9'XIB7 MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-8" AND IS-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'-B"
SW/DW
4.15/332
Cr TO 6'
6'-0"
1936113
I, R, III. OR IV
1879L8
I, II, III, OR N
11'-8"
SW/DW
6.00/480
0' TO 6"
6'-0.
2558LB
I, II, III, OR IV
2555LB
I, It. III, OR IV
10'-0"
SW/DW
5.00/400
Cr TO 6'
6'-0.
2400LB
I, II, III, 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
2133LB
I, II, III, OR IV6'-0"
SW
3.00/240
0" TO 6"
6'-0-
1658LB
I, II, III, OR IV
1866LB
I, U. III, OR N
• LOAD W10M OF UPUFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. PADS OTHER MAN END PADS SPACING IS CENTER TO CENTER.
3. USE SAME MAXIMUM SPACING MR 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 49.
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.
TABLE
30" AUGER ANCHOR SPACING
4A
- SINGLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING...
13'-8"
7.00
43
O-0' TO 3-0"
10'-0"
II 208
U-T 10 Sme,
10'..=0" .. e
10,-0"
5.00
174
0'-0" TO 3'-0"
10,-0"
8'-0"
4.00
138
S-v TO N-O'
10'-0"
6'-0"
3.00
104
U-,T TO S-or
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
V-Cr 10 X-O"
5'-0"
• LOAD IMOTH OF UPLIFT ON RUNNER
•• LOCATION FROM ENO WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER-TO-CENTQL
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING 15 MORE THAN 10'-0'
BETWEEN ANCHORS..
4. ANCHORS SHALL BE ON S1DE WALLS EXCEPT WHEN THE SHED IS PLACED NM TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CIASE
TO THE SIDE AS POSSHIM
Jr,
SCABNNEL,
Tx2" GALVANIZED WASHER
St. Lucie` ^n
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
WITH 1/2" NUTT
1/2" THREADED ROD
OPTIONAL MR 'HIGH SET'
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD :
OPTIONAL FOR "HIGH SET" ,f
EYES BOLTED TOGETHER WITH 1/2'x2"
BOLT & NUT WTH (2)2"x2" GALVANIZED
1/2' COUPLFFi
THRU 214" BOTTOM PLATE
2"x4' BOTTOM PLATE NALED
1/2" COUPLER T va _ ,/q�
1/2"x12' FORGED EY®OLT F ♦'
WASHERS (2.000LB SHEAR CAPACITY)
�ONRETE
i MIN.
e
1/2WETIGE ANCHOR IONT)CSUB
THRU 2'x4' P.T. BOTT)M PLATE
TO 2"x6" P.T. BASE
"
MIN.
u x
EYES BOLTED TOGETHER WTTi 1/&x2
(SEE TABLE I FOR SPACING)
__
�CONCRETE
BOLT & NUT WITH (2)2"x2' GALANIf�r R p`1
WASHERS (2.000LB SHEAR CAP a� }�C��A'
_
1/213" (400 LBJ
CONCRETE WEDGE ANCHOR
(SEE
(SEE TABLE I FOR SPACING)
SIMPSON A-24 CONCRETE SUB BY OTHERS THROUGH
CUP OR EQUAL LOCH_ CODES AND JURISDICTION
SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
30" EARTH AUGER AN G�� �,/V
(SEE TABLE 4 FOR SPACI�iG)SHE
SHED WITH SKID
SHED
WITH 'NO FLOOR' OPTION
1 ITF16'•• ``�j`�'`
GC'
ANCHORED TO CONCRETE
ANCHORED
TO CONCRETE
TO PADiOR�BLOFI�IN� V
TIE-DOWN
DETAILS
NOV
zzafff
.T I` %.0VF_ I'
BASIC "No SPED
V-2W
EXPOSURE
o
ENCLOSURE
CNaDSm
INTERN&- FRESSURE COEFTQENT
+/- ole
IMPORTANCE FACTOR
1.18
ROOF DEAD LOAD
Ims
ROOF UVE LOAD
20Ps OR SWIIe
FLOOR DEAD LOAD
EPS
FLOOR UVE UND
m Taps - 12ws oPr.
'R' RATING OF WALLS• FLOOR ROOF
I N/A
MODULES PER BuILOING
1
HURRICANE PROTEOTON USAGE
Na
HURRICANE SHELTER USAGE
ILO
muA POOTAGE
LESS TR1AY n4 SUET.
REVISIONS
REV
DESCRIPTON
DATE
BY
1
2alT FBC
11/12/1T
MB3
2
1 a/26/Ie
I MR
Cn
W
2
0
W
0
►?
W
_J
m
D
0
0
O'd
W
_J
Z
I
W
0
C.D
ARE NOT PART OF THIS
GOVERNED BY LOCAL
(EMPT FROM THE FBC
ON CODE PER SECTION
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTAUAT10N REQUIREMENTS TO MEET CODE.
7/13/19
aftleW T Ba1dtP!
FlDdda UOense 646(
Sheet! D-1 OF
PSI APPROVAL 201 f -18 Side Wall Header Schedule (180C) End Wall Header Schedule
80 mst ap r t o
A SRe{d} i6ex. Spen N.11b} ••
04 ALUMINUM ROOF SHEATHING Building Width Fasteners w/strap leech end){c} >
Size
to W W le 1-2k4 6'-0" 0 <-3'x 0.13t' ndls -•-
(each end) 2-2'k4 b- % .131' mars
•_O• �, Max. Span NJ(b} a''-0'• O{d}
0 3-3'x 0131"nail a. eouet slues era r lo. yraae pmc In Ir uneer t 1
.j
ro
I
n_
0
1z
RUNNERS
m
w
END W
TRUSS
2•x4• TRUSS.
0 24" O.C.
MAX.
x s b. NJ Number ofjack studs required to Gwpod each end.
4'k4'wated B-o. 1 6-3'x 0.131'nails o. Laid eat tT `
a. Tabulated values are for s r 2 grade Spruce rt a each
lumber. -
tl. No Jack sWd;, but 2xO studs laid gat. '-� r -
b. NJ - Number ofjack studs required to support each end.
c. Window header for window openings that have more than 50% combined stud wail above �� I✓�� "-'1
and below, otherwise use door header schedule. I. SEX FASRNFR swmulE Fw�ludoas (('
d. See header details far alternate layouts, i.e. 2-2•x4' or rx4• P.T. rs. ses kn r¢a
e. The header can be attached to the t ate and thus have the combined strength a �XANDwXRLm4�oIga Mro bow
top b 9t CODE INFOR ATION
equivalent and use the maximum span stated. CODE vERRON rw 101' °b' ses- AlA gf
Wu1 sews
li
"
5� 3•M-
Exmaw i
it sxruiHNc
j I I -
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- WNur Ism
HYDROVENT DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
(OPTIONAL)
& DOORS
DOOR 6' WIDE OR LESS
41e
4"x4" W/2ax4"
MANUFWPURDR
s W sxEOS
BUIMNG TYPE
us REO euua
rssrx11Tu1 LAYM 70R
CONSTRUCTION TYPE
Y-B
RRE PRO DN
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCQIPANGI'
sTwaOE
ALLOWAaE NUMBER OF STORIES
1
BASIC WINO SPEED
VrlelwgH
uposuR
c
ENOUX3 R
ENclosm
ORFRNAL PRESSURE COEPRO W
+/- D.la
IVP ANCE Moroi 1.15
.ttwtteuk. ROOF DE LOAD 1O,sT
G.F.I. - + NOTES -OPTIONAL ELECTRIC I5 b�icA� ROOF uvlz LMD tsu P aR swa IroWr wb
OUTLET U FLOOR Oren LOAD IOMF
-ALL WIRING SRAL- BE 14 GAGE 3-WIRE MC UBLE. {pp,=REY;FW
SOURCE N II -ENCJSE IN ALL METAL BoxEs. .,. FLooR uvE tr>en su TaPSF- 12rJSF M.
DEIGN PRESSURES
L FI
R• RATING OF WAILS, BOOR ROOF
N/A
ROOF +27.8 -947 ROOF
FRAMING PLAN
WIRING DIAGRAM
:rx.JJmsmn+
V4u. rlddy rm
MODUtEH PER BOILBIM
WALLS/DOORS INDOWS +32.5/-29.2
(OPTIONAL)
HURRICANE PRpTECIION USAGE
No
FLPEa9E3)s,WPEN 17
"
SuaFawNae.Tx PEnJasA
HURRICANE SHFLTER USAGE
NO
WIR be M YG
me WVL
W��. IpaTxJls YM!
soI PDoTAGE
'r19 Sa3T. OR Loa
REVISIONS
sees'k.
2-•4• .
r
'�0 RTu1
REV
DESCRIPfON
I DATE
IBY
m ALUMNuM WALL
sMm*4c wnaNs
i
Y W.
r MUL
24
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CETUL
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12/12/17
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ELEVATION CROSS-SECTION
END ELEVATION
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Z Florida License 64608
WRHOUT DOOR WRH GARAGE DOOR Row JoSn sLE somxE FOR ss J
(MY ON c4sxo FLOOR FRAMING PLAN F m Sheet: SSB-1 OF 1