HomeMy WebLinkAboutSHED PLANSSETUP 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 UNE, 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 BIT. 1/2" EYEBOLT OR OPTIONAL
1/2" THREADED ROD (FOR A "HIGH SEr-) 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 15 A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE
2"x4" BOTTOM PLATE
TABLE 1
A CHORI G TO CONCRETE
SHED WIDTH
UPUFT (PUT)
ANCHOR SPACING
20'-0"
400
S-4C
13'-8"
280
S-67
ll'-8"
240
S-6"
10'-0"
200
5--6•
8'-0"
160
S-C
6'_0"
120
S-r
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
X1
X2
X3
1'-1 C•
1'-lqr
1'-104"
11-8'
2'-8•
6'-4'
-
10'-0"
V-7•
W-10'
-
8'-0'
0'-9•
6'-6•
-
6'-0"
0'-10"
51"
-
•VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'z4'
SIODS 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)}'x4}'
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 3
PAD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD•
MATERIAL
I
2•z8•z16•
1778LBS
CO
ICREM BLOCK QUALM
CEMENT
AND SAND
MIX
II
4•ze'x16'
3500LBS
CONCRETE
BLOCK QUALITY
CEMENT
AND SAND MIX
III
16"z16"
3950LBS
ABS PLASTIC PADS
IV
6•z6•x16"
1900LB5
CO
CRETE BLOCK QUALITY
CEMENT
AND salvo
MIx
• BASED ON 2000PSF SOIL BEARING CAPACDY (20101 IS TYPICAL)
NOTES
I. HOLLOW OR SOLD CONCRETE BLOCKS (e ze'z167 MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT RBNFORCING
2. ASS PADS REQUIRED ON 11'-B' 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/OW
4.15/332
Cr TO 67
6.-0•
1936LB
I, II. III, OR IV
1879LB
I, II. III, OR N
11'-8"
SW/DW
6.00/480
0• TO 6
6.-0•
2558LB
1• II, III. OR IV
2558LEI
I, 11, III, OR IV
10'-0"
SW/DW
5.00/400
0• TO 6'
6'-0•
2400LB
I, 11. III, OR IV
2400LB
I, II, III. OR N
8'-0"
SW
4.00/320
0" TD 67
6'-0'
2029LB
1. 11. III, OR N
2133LB
1, II, III, OR IV
6'-0'
SW
3.00/240
0• TO fi
6--0•
1 16581-13
I• II. III. OR IV
1866LB
I, H. III, OR N
• LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING IS END M CENTER OF PAD.
2 PADS OTHER THAN END PADS SPACING 6 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 LEIS.
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•••
7:00
243
0'=0 TO'3-0�
IOzO�
11'-B'
6.00
208
0'-O' TO S-T
- 10'-0•
10'-0"
6.00
174
0-0' TO S-O"
10'-0'
8'-0"
4.00
138
0-0' TO 3'-0'
10'-0•
6'-0'
3.00
104
0-O" TO S-O"
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
1 400
1 0-0" TO S-T
1 5'-0"
• LOAD WIDTH OF UPLIFT ON RUNNER
•• LOCATION FROM END WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BEIWEM ANCHORS
1. µCHOR 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 SUE WALLS EXCEPT WHEN THE SHED IS PLACED NM TO AN
EXISTING BUILDING: IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE. ,l e�
ST. , ll T
2'z2• GALVANIZED WASHER
i� lle Copy
2'x2' GALVANIZED WASHER ---_WITH
d
1/2' NUT
1/2• THREADED ROD
'HIGH
WITH 1/2' NUT
1/2• THREADED
-
OPTIONAL FOR SET•
NOTCH OR
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ROD
OPTIONAL EDIT 'HIGH SET'
EYES BOLTED TOGETHER WITH 1/2-a-
BOLT k NUT WITH (2)2'x2• GALVANIZED1/2'
COUPLER -
THRU2'a4 PLATE
1/2- COUPLER
±•
WASHERS
WASHERS (2000L8 SHEAR CAPACITY)TO
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f/2"z12' FORGED EY LT�.
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• "MIN.
•
1/2•z5' (4U0 W.) CONCRETE
THRU WEDGE
P.T. BOTTOM PLANCHOR INTO ATE
1 __- tea• MIN.
(SEE TABLE 1 FOR SPACING)
---- R•z4'
EYES BOLTED TOGETHER o 1/2'z2/� TWE 1. II III, OR N PAD WITH
G
BOLT h NUT Wrrx (2)2'z2' GALVANIZED
WASHERS (2DOI SHEM CAPACN'/J
1E 81 1 - A REQUIRED (SEE TABLE 3).
Z
_
1/2 x3• (400 01
CONCRETE WEDGE ANCHOR
SMP50N A-24 CONCRETE SLAB BY OTHERS THROUGH
CUP OR EOUAL LOCAL CODES AND JURISDICTION
CONCRETE SIAS BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
30' EARTH AUGER ANDNO
I.
(SEE TABLE 1 MR SPACING)
(SEE TABLE 4 FOR SPACING)
SHED WITH
-`
SKID
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
TO.P_ADiOREBLOCKI
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ANCHORED
TO CONCRETE
ANCHORED
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DETAILS
CODE VERSON
Rx: 201E ft FLOm. As¢-7
MANUFACTURER
wlvaw suns
BUGLING TYPE
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CONSTRJCOON TYPE
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RRE PROTECTION
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FIRE SUPPRESSION SYSTEM
NICE
OCCUPANCY
Sl01Wi
AuoWAwc NUMBER OF sIGN6
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V-IeOrPA
DUVl URE
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FNCROSURE
DROOSID
INTERNAL PRESSURE ColumcmNT
IMPORTANCE FACTOR
1.15
ROUE DEAD LOAD
1W
ROOF UVE LOAD
2IDSF m 3mEe
FLOOR DEAD LOAD
eP3
FLOOR IAE LOAD
SOL TSP9" - I2 OUT.
11' RATING OF WAus, FLOOR ROOF I N/4
MOWLLS PER BURDINC f
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GOVERNED BY LOCAL
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE
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STATE OF :"4u
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Sheet: AD-1 OF 1
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TRUSS
2%24 TRUSS
® X. G.LJ.
MAX.
x4 - 3-3x0.131 nails ,Lai fat 3r ofjack studs requ'.red to support each entl. '
4k4"V2'SE4' 8'-0" 1 6-3"x 0.i31"nails � .., ,. .. r��✓' -
a. Tabulated values are for No. 2 grade Spruce,Pine-Fir lumber. c No fat
tl. No Jack Studs, Out ?s6studs 'ad 9aL t
III. NJ -Number ofjack studs required to support each end.-♦ . ,
c. Window header for window openings that ha a more than 50DDA combined stud wall aba e
and below, otherwise use door headerschedule.
t. s¢ FASTww fol.1E 1. REPYREI/FF11S.
d. See header details for alternate layouts, i.e. 2-2'k4' or 4"x4' P.T. si �•'� saar".� Ala �FaqJ�TON
e, The header can be attached to the t i Me laa OTH xJVE arena sox aR Ya¢ W_ rRNlxa Jame
op plate and thus hale the combined strength JNo aEUIW. otxExWlss wscR ro Dom IIFARIiS CODE INFOR TION
equivalent and use the maximum span stated. CODE VERSION �i t�T B1" F°A"'• "�-T•
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SIDE WALL WINDOWS
END WALLS WINDOWS &
DOOR 6' WIDE OR LESS
(OPTIONALI
& DOORS
4"z4" W/2"x4"
MANUFACTURER
supmeR sNmS
BUILDING rYPE
IE9aE11rIAL U STpZAGE
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CONSTRUCTOR TYPE
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E%POSURE
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ENCLOSURE
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INFFARN, PRESSURE COUTICIENT
+/- a.'a
IMPORTANCE FACTOR 1.15
nptertek RDDF DEAD LOAD bass
OUTLET + NOTES -OPTION I ELECTRIC pTy" ROOF LIVE LOAD 30PSF oR aooe aatr IJND
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CAB,E. Fa FLOOR DEAD LOAD tms'
N _ +I -ENCASE IN ALL METAL BOXES. f(ID£R kE 1
DRC P _ v.ay..ia FLOOR IIVE LOAD sm. 76PSF - 13fP5F oar.
DESIGN PRESSURES
$O E L
Ar.R.•v;a
Tt• RATING OF WAILS. FLOaR ROOF
N/A
+27.8 -
ROOF 94.] ROOF
FRAMING PLAN
WIRING
DIAGRAM
N,r.
cde:ara.;brka:vYs+
MODULES PER MIMING
1
WALLS/DOORS/WINDOWS +32.5/-292
_
(OPTIONAL)
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iLPE R23t9.WPE W303T
HURRICANE PROTECOON USAGE
NO
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HURRICANE SHELTER UY
NO
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REVISIONS
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Z Florida License #64608
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