HomeMy WebLinkAboutSHED PAPERWORKSETUP AND INSTALLATION OF SINGLE WIDE SHED
FILE
SETUP AND INSTALLATION OF DOUBLE 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 SQUAkE AND THE HIGH SPOT OF THE GROUND 15 ESTABLISHED, THE
BUILDINGIIS 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'-B"
-280
S-6"
11,-8"
240
3'-6
10'-0"
200
S-V
8'-0"
160
S-6"
6'-0"
120
S-6-
TABLE 2
SKID RUNNER SPACING'
SHED WIDTH
X1
X2
X3
13,-B"
V-10}'
1,_10)"
1,-1q'
2'-B"
6'-4"
-
10'-0"
V-7"
61-10"
-
W-O"
0'-9"
6'-6"
-
6'-0"
0'-10"
51"
-
•VALUES ME FROM END OF JOIST TO CENTERS OF (2) 4%4'
SKIDS ONLY. 13'-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)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"x8"x16"
1778LBS
CONCRETE
BLOCK QUALITY
CEMENT
AND SAND MIX
II
4"x8"x16'
3500LBS
CONCRETE
BLOCK QUALITY
CEMENT
AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
8"x8"xi6"
190OL13S
CONCRETE
BLOCK QUALITY
CEMENT
AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACRY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOUD CONCRETE BLOCKS (8'x8"x16') MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON II'-B' AND IV-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
LW(PLF)
END PAD
MAX. SPACING
END PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-8"
4.15/332
Cr TO 6"
6'-0"
1936LB
I, It, III, OR IV
1879LB
I, II, III, OR IV
11'-8"
qSW/DW
6.00/480
0" TO 6"
6'-0"2558LB
I, II, III, OR IV
2555LB
I, II, III, OR IV
10'-0"
5.00/400
0" TO 6"
6'-0"
2400LB
I, 11. III, OR N
2400LB
I, II, III, OR IV
8'-0"4.00/320
0" TO 6"
6'-0-
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR IV
6'-0"
3.00/240
0" TO 6"
6'-0"
1658113
I, II, III, OR IV
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.
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 48.
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 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPUFT (PLF)
END ANCHOR"
MAX. INTERIOR SPACING...
13'-B"
7.00
243
V-K1" TO V-O"
10'-0"
i V-8"
6.00
208
V-0" TO V-0"
10'-0"
10,- "
5 00 sl
174
t0'.�"-#OT3�0"-1
AiK"QJ�V -
8'-0"
4.00
138
0'-0" TO S-T
10'-0"
3.00
104
0'-0" TO S-T
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
UPUFT (PLF)
END ANCHOR"
MAX. INTERIOR SPACING•••
20'-0"
10.00
1 400
1 0'-0" TO 3--0'
1 5'-0"
• LOAD WIDTH OF UPLIFT ON RUNNER
•` LOCATION FROM END WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS.
NOTES
1. ANCHOR SPACING IS DESIGNED M PER ASCE-7.
2. ALL MEASUREMENTS ME CENTER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ME REQUIRED IF SPACING IS MORE THAN 10'-0'
BETWEEN MCHORS..
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 M POSSIBLE
Tirl-tIVED
T1/2-
APR 12 201
2"x2' GALVANIZED WASHER
Permitting DeparE
2'x2' GALVANQED WASHER
WITH 1/2' NUT
THREADED ROD
'HIGH
SC. Lucie Count
WITH 1/2' NUT
OPTIONAL FOR SET
NOTCH OR COUNTERSINK BOLT
1/2' THREADED ROD--,,,,
OPTIONAL FOR 'HIGH SET"
�'
EYES BOLTED TOGETHER WITH 1/2'x2"
BOLT & NUT WITH (2)2"x2" GALVANIZED
1/2• COUPLER
THRU 2"W 8070M PLATE
2"xb" BOTTOM PLATE NAILED
1/2' COUPLER
1 /2'x12' FORGED EYEBOLT
',
%
�•
WASHERS (2.000IB SHEAR CAPACITY)
::
-
%( MIN.
• �4
e I s
1/2'x5' (400 LB.) CONCRETE
WEDGE ANCHOR INTO AAB
P.T. BOTTOM PLATE
THRU(S
TO 2'x6' P.T. BASE
-----�--MIN.
I •
•�
EYES BOLTED TOGETHER WITH 1/2'x2'�
n
� 1
E TA
(SEE TABLE 1 FOR SPACING)
U--------°------- J_
BOLT & NUT WITH (2)2"x2" GALVANIZED
TypE t, It. II, OR N PAD WITH
OAE 1. It REQUIRED (SEE TABLE 3).
1/2N3" (400 Ul)
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CONCRETE SLAB BY OTHERS THROUGH
WASHERS (2.000LB SHEAR G4PACftt)
CONCRETE WEDGE ANCHOR
CUP
OR EQUAL LOCAL CODES AND JURISDICTION
LOCAL CODES AND JURISDICTION
30' EARTH AUGER HOR
(SEE TABLE 1 FOR SPACING)
(SEE TABLE 4 FOR S cING>
SPHED WITH SKID
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
Ti
UADiQRi•BLOG�kd G
ANCHORED
TO CONCRETE
ANCHORED TO CONCRETE
TIE
-DOWN
DETAILS
7B -3 A77
CODE VERSION fBG 201T ESN FSSi /SCE-7 A
MMUFACTUPER 6URAOR SHE05 I
BUILDING TYPE
REBOEHR4 IAWN sOR.WE
CONSTRUCRON TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STOWE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
vr2Wmvn
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
a/- 0.10
IMPORTMCE FACTOR
1.15
ROOF DEAD LOAD
IOPSF
ROOF INE LAND
20PSF OR 3001.
FLOOR DEAD LOAD
6PSF
FLOOR WE LOAD
Sn). 7.w - 125P OPT.
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SOUME MOIACE U35 THIN M s03T.
1 2 (GROUND ANCHOR V ALES WAX. MGIOR ExTQbHIN I0/20/151 1BO '11
U) MTB
p oGee:
L J 4/26/16
= scale:
U) N/A
oEel
(yJ ALL
GENERAL NOTES
1. FOUNDATION PUNS ME NOT PART OF THIS
PUN SET AND ME GOVERNED BY LOCAL
JURISDICTION.
L.LJ 2. THIS BUILDING IS EXEMPT FROM THE FBC
J ENERGY CONSERVATION CODE PER SECTION
1015.22.
M 3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATISfiEW1TiE6dB�9'�TO MEET CODE
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PSI APPROVAL 2018-01-18
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Side Wall Header Schedule (180C)
End Wall Header Schetlule 180C
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Building Width
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6 -3° x 0.13l' nails
a. Tabulated vAlues are for No. 2 grade Spence-PNe-Fu lumber.
It. NJ- Number ofjack studs required to support each end.
c. Window header for window openings that hale more than 60ab combined stud wall abae
•N�
and below, othermse use door header schedule.
d. See header details for alternate layouts, i.e. 2-2'x4' or 4'x4' P.T.
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HYDROVENT DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
OPTIONAL
& DOORS
DOOR B' WIDE OR LESS
2
CODE INFOR TION
CODE VERSION vs YRP — —m A�-r.
]a14 Ac
SH'
4,4
4°x4° W/2%4"
MANUFACTURER
SUPETeaR seTs
BUILDING TYPE
IAspnaPa u sraY4E
CONSTRUCTION TYPE
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FIRE PROTECTION
NIwE
FIRE SUPPRESSION SYSTEM
NWE
OCCUPANCY
sNWrLE
ALLOWABIB NUMaE OF STORIES
1
BASIC WIND SPEm
v.-taonYN
EXPOSURE
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ENaDSORE
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INFORM PRESSURE cGeFFaENT
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IMPORTANCE FACTOR 1.15
(, I9�I/1 ydOrfek ROOF DEAD WAD 10
OUTLET + NOTES -OPTIONAL ELECTRIC ROOF LIVE LOAD 3 F OR 3a115 POM IMa
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. BOOR DW IAM tins
N -ENCASE IN ALL METAL BO%ES. ,d �?Y N
SOURCE ,:._. <. ,.. FLOOR VVE LOAD sin- TSPSF - 12E Off.
DESIGN PRESSURES
L tl
WIRING DIAGRAM
T
=T»a 3,e •'2•Fr
•R' RATING OF wN.Ls. FL00R. ROOF
WA
MOauu3 PER Bul.ONG
ROOF +z7.a -Ba.7 ROOF FRAMING PLAN
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WALLS/DOORS/WINDOWS +3z.B -zB.z
(OPTIONAL)
Puy. u.».-.vNm.cm:a., PE
HURRICANE PROTECTION USAGE
No
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W
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