HomeMy WebLinkAboutSHED PLANSSETUP AND INSTALLATION OF SINGLE WIDE SHED
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 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 BUILDINI
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 DRILL
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 COINCRETE
SHED WIDTH
UPUFT (PLF)
ANCHOR SPACING
20'-0"
400
S-V
13'-B"
280
S-6"
ll,-8"
240
S-6"
10'-0"
200
3'-6"
8'-Q"
160
N-6"
6'-0'
120
S-V
TABLE
SKID RUNNER
2
SPACING'
SHED WIDTH
X1
X2
X3
13'-8"
1'-10}"
1'-lq"
1'-1C4"
11'-8"
2'-8"
6'-4-
-
10'-O"
V-7"
V-10"
-
8'-0"
0.-9"
8'-6"
-
6'_0"
V-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.
30" AUGER ANCHOR
(4,900LB)
INSTALLED PER MANUFACTURER'S
INSTRUCTIONS. EYELET AT
MAXIMUM OF 6' ABOVE GRADE.
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"XB"x16"
1770LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"xB"x16"
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"xl6"
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LBS
CONCRETE BLOCK
QUALITY
CEMENT AND SAND
MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLD CONCRETE BLOCKS (8%8"067 MAY BE STACKED
ON PADS TOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON ll'-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
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, II, Ill, OR N
1879LB
I, II, III, OR IV
i V-8"
SW/DW
6.00/480
0" TO 6"
6'-0"
2558LB
I, II, III, OR N
2558LB
I, II, III, OR IV
10'-O"
SW/OW
5.00/400
0" TD 6"
6'-0"
240OLS
I, II, III, OR IV
2400LB
I, II, III, OR IV
8'-a'
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, II, III, OR N
1866LB
I, II, III, OR IV
• LOAD WIDTH OF UPUFT 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. 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
I UPUFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING•••
13'-B"
7.00
243
0'-0" TO S- T
10'-0"
l l'-8"
6.00
208
Y-Or TO S-0"
10'-0"
10'-0"
5.00
174
0'-0" TO 3'-0"
10'-0"
8'-0"
4.00
138
Y-o" TO S-o"
10'-0"
6'-0"
3.00
104
0'-0" 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'
10.00
400
6-Or 10 S-Or
5'-0"
• LOAD WIDTH OF UPLIFT ON RUNNER
'• LOCATION FROM END WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
,TES
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 NE TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE.
ST. LUCIE COUNTY
SCmw�
MY
BOCC ;bs-
2"x2" GALVANIZED WASHER
2'a" GALVANIZED WASHER
WITH 1/2" NUT
1/2" THREADED ROp
OPTIONAL FOR "HIGH SET"
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St. 1 unip /fawUlgjlpA
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03LI�
NOTCH OR COUNTERSINK BOLT
WITH 1/2" NUT
THRU 2"X4" 8070M PLATE
1/2' THREADED ROD
OPTIONAL FOR "HIGH SET"
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH (2)2"x2" GALVANIZE,
1/2" COUPLER
27x4" BOTTOM PLATE NAILED
1/2' COUPLER
WASHERS (2.000L8 SHEAR CAPACITY)
_
1/2"x5" (400 LB.) CONCRETE
TO 2"x6" P.T. BASE
1/2"x12" FORGED EYEBOLT
K •
• MIN.
WEDGE ANCHOR INTO SLAB
THRU 2"x4" P.T. BOTTOM PLATE•
MIN.
4
(SEE TABLE 1 FOR SPACING)
m------ - ------
EYES BOLTED TOGETHER WITH 1/2-a-
BOLT & NUT WITH (2)2-a- GALVANIZED
TYPE I, II, III, OR IV PAD WITH
BLOCKING AS REQUIRED (SEE TABLE 3).
1/2"X3" (400 LB.)
WEDGE ANCHOR
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CUP OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
WASHERS (2.000LB SHEAR CAPACITY)
CONCRETE
(SEE TABLE 1 FOR SPACING)
30" FRi01 AUGER ANCHOR
(SEE TABLE 4 FOR SPACING)
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
SHED
WITH SKID
ANCHORED
TO CONCRETE
ANCHORED TO CONCRETE
TO PAD
OR BLOCKING
TIE
-DOWN
DETAILS
CODE VERSION M 20t7 6m FQNon, ASCE-7
MANUFA URER SUPERIOR SHms
CONSfNUCBON TYPE V-e
TIRE PROTEORON NONE
TIRE SUPPRESSION SYSTEM I NOW
ALLOWABLE NUMBER OF MMES
&SIC WIND SPEED v.-200mpN
INTERNAL PRESSURE COEMCIENT ♦/- 0.19
IMPORTANCE FA4TOR 1.10
ROOF DEAD LOAD lom
ROOF LIVE LOAD 20a OR ACDRe
I BOOR DEAD LOAD BASF
FLGOR LIVE LOAD so. 73Ps - 125P6F
I SQUARE FOOTAGE I u SS THm no SOFT. II
FBC
N MCHOR V A66
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p GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
L.L.I 2. THIS BUILDING IS EXEMPT FROM THE MC
J ENERGY CONSERVATION CODE PER SECTION
M 3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALIATON REQUIREMENTS TO MEET CODE.
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DESIGN PRESSURES
ROOF +27.8 -94.7
ALLS/DOORS ND +32.5 -29.2
3
ROOF FRAMING PLAN
END ELEVATION
WITH GARAGE DOOR
(aaT ON WOW
Side Wall Header Schedule (180C) t_na vvaN meaner acneaule t itigul
+�tjd) Max. Span NJj Fasteners w/o atn
Building Width Fasteners wt strap (each eMgc}
S¢e Up to 14'Wide 1-2x4' 6d O 4-TXUAurlla
Max. Span NJjb} (each end) 2-2k4"(c) 9'-m 0(tl) 6-3•eo.131-lu
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e. Laltl flat
a. Tabulated values are for s r 2 iretle support each
lumber. tl. No Jack studs, but 2,6 studs lald flat.
b. NJ -Number ofjack studs required to support each entl.
c. Window header for window openings that hale more than 5D% combined stud wall above
and below, otherwise use door header schedule.
I. sa FAsle9t sa®ut rw rwmllu6: IalAtlrs.
d. See header details for aflemate layouts, i.e. 2-2"x4' or 4'x4" P.T. P. seE N sv®InE AMFYVA
a. rl[moa HWE mltRkn Bra on as MWHG AaaE
e. The header can be attached to the top plate and thus hale the combined strength ro mM'. a.. aTm ro ooaa IUA�u
equilelent and use the maximum span stated.
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SIDE WALL WINDOWS
END WALLS WINDOWS &
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(OPTIONAL)
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SOURCE N 11 -ENCASE IN AU- METAL BDxes.
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CODE VERSION
MANWALiuIUR
MUNG TYPE
CONSTRUCTION TYPE
ME PROTECTION
ME SUPPREssloN SYSTEM
DCct)PANG•
AUDWABLE NUMBER OF SR
BASIC WIND SPEED
ExPDSURE
ENCLOSURE
INITRNAL PRESSURE Cal
IMPORTANCE FACTOR
ROOF DEAD LOAD
ROOF IAE LOAD
BOOR DEAD LOAD
MOOR LNE LOAD
•R• RATING OF WAUB, FISx
MODULES PER BUILDING
HURRICANE PRmECTON U51
HURRICANE SHELTER USAGE
SOUR E FOOTAGE
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