HomeMy WebLinkAboutSHED PLANS1. 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
15 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
3'-6"
13'-B"
280
S-6"
11 •-B..
240
S-T
200
S-6"
8'-0"
160
3'-6"
6'-0"
120
S-6"
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
X1
X2
X3
13'-B"
1'-10}"
P-104"
I V-8"
2'-8"
V-4"
-
10'-O"
V-7"
6'-10"
-
8,-0"
0'-9.
W-6"
-
6'-0"
0'-10"
51"
-
NALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4-.4-
SKIDS ONLY. IV-8' WIDE SHEDS HAVE (4) SETS OF SKIDS.
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
i. 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"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
3A
PAD
TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD-
MATERIAL
I
2"xB"x16"
177SL13S
CONCRETE BLOCK OUALDY
CEMENT AND SAND.MIX
II
4"xe"x16"
3500LBS
CONCRETE BLOCK QUALTY
CEMENT AND SAND, MIX
III
16"x16"
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 SOLID CONCRETE BLOCKS (8%8'xt6') MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ASS PADS REQUIRED ON 11'-B' AND IN-S' 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"
1936LB
I, II, III, OR IV
1879LB
I, II, III, OR IV
11'-8"
SW/DW
6.00/480
C" TO 6"
6'-0"
2558LB
I, II, III, OR IV
2558LB
I, II, III, OR IV
10'-O"
SW/DW
5.00/400
0" TO 6"
6'-0"
2400LB
I, II, III, OR IV
2400LB
I, 11, III, OR IV
8'-0"
SW
4.00/320
Cr TO 6"
6'-0"
2029LB
I. II, IT. OR IV
2133LB
I, II, III, OR IV
6'-0'
SW
3.00/240
0" TO 6"
6'-0'
1658LB
I, II, III, OR TV
1866-Im
I III,
• 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.
RECEIVED
SEP232019
S7% Luce CG , :%, Permitting
S I lm=gmm
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
UPLIFT (PLF)
END ANCHOR"
MAX. INTERIOR SPACING•••
13'-B"
7.00
243
C'-0" TO S-C
10'-0"
i l'-8"
6.00
208
10'-O" f
10'-0"
5A0�
T74�
0-0, •5-0�
L` 10'. 0"1 _
8'-0"
4.00
138
S-T TO S-e
10'-0"
6'-0"
3.00
104
0'-0' TO 3'-0"
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
0'-0" TO 3'-0"
1 5'-0'
• LOAD WIDTH OF UPUFT ON RUNNER
•• LOCATION FROM END WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
NOTES
_ 1. ANCHOR SPACINGS DESIGNED AS PER ASCE.
2. ALL MEASUREMENTS ARE CENTERS PECENTER.
%
3. THE MINIMUM NUMBER OF ANCHORS PER SHEDREQUIRED
IS (4). IN ANCHOR PER EACH CORNER.
AETWEENAL CHFRIOR ANCHORS ARE REpU1RED IF SPACING IS MORE THAN 10'-0'
py BETWEEN ANCHORS..
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO OSDNG BUILDING; WHICH ANCHORS CAN BE PLACED ON THE END WALLS CLOSE
AS CLOSE
T
TO THE SIDE AS POSS SIBLE.
SCA/�,N N- 1 a
W •
2'x2" GALVANIZED WASHER ®
2"x2' GALVANIZED WASHER
WITH 1/2- NUT
1/2- THREADED ROD
"HIGH
`fit• Lucie c 11y�
_ ffjl n._ i
WITH 1/2' NUT I�
OPTIONAL FOR SET*
NOTCH OR COUNTERSINK BOLT
1/2- THREADED ROD
EYES BOLTED TOGEMER WITH 1/2'x2'
THRU 2"x4" 8070M PLATE
OPTIONAL FOR 'HIGH SET"
BOLT & NUT WITH (2)2"xY GALVANIZED
1/2" COUPLER
2N4' BOTTOM PLATE NAILED
_
1/2' COUPLER - _I
��
1 /2'x12" FORGED EYEBOLT
WASHERS (2.ODOLB SHEAR CAPACITY)
_
)( _
MIN.
° - a
1/2'x5' (400 OR CONCRETE
WEDGE ANCHOR INTO SLAB--------
2'xA' P.T. BOTTOM PLATE
THRUJ
TO 2'x6' P.T. BASE
4' MIN.
_
n
(SEE TABLE 1 FOR SPADING) 16-------
(S
-a-------
EYES BOLTED TOGETHER WITH 1/2� E I, II, III, OR IV PAD WITH
BOLT & NUT WITH (2)2'x2' GALVANIZED 9
ttIL
1/2"x3" (400 UL
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CONCRETE SLAB BY OTHERS THROUGH
5 CKING AS REQUIRED (SEE TABLE 3).
WASHERS (2.DOOlB SHEAR C AQf1Y}�
CONCRETE WEDGE ANCHOR
CUP
OR EQUAL LOCAL CODES AND JURISDICTION
LOCAL COPES AND JURISDICTION
(SEE TABLE 1 FOR SPACING)
30' EARTH AUGER CHOP
(SEE TABLE a roR SPacING)
SHED
WITH SKID
SHED WITH 'NO
FLOOR' OPTION
gg0�SHED WII IH SKID
vTO�PADiOR><BLLOCKING
_
ANCHORED
TO CONCRETE
ANCHORED
TO CONCRETE
TIE
-DOWN
DETAILS
CODE VERSION
MC 2017 M EJIPo". ISLE-7
MANUFACTURER
SURMOR BHEOS
BUILDING TYPE
OF REO BUIIDI G
RESNENML LAWN STOMGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPP_RES510N SYSTEM_
_ _ -
NONE -
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
I
BASIC WIND SPEED
V200,h
EXPOSURE
D
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
IMPORTANCE FACTOR
1.15
ROOF DEAD IAAD
IOPSF
ROOF LIVE LOAD
2XMF OR 301)1 a
FLOOR DEAD LOAD
8PSF
FLOOR UVE LOAD
SIO. 75PEF - M2 OPT.
'R' RATING OF WALLS. FLOOR. ROOF
N/A
MODULES PER BUILDING
I
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SOUARE FOOTAGE
. THMI . 50JT.
t 2017 FBC H/IV17 Nt8
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1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE MC
ENERGY CONSERVATION CODE PER SECTION
3. REFER TO PE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
6/1/18
2018-12-20� ':'LINE ENGINEERING APPROVAL •lN #SS-B-180-C
4iUMINUM ROOF SHEATHING
Side Wall Header Schedule (180C) End Wall Header S
Building Width •Did) Maz. Span NJ@}
Size Up to 14' Wide Fasteners w/ strap L2'x4' E-0' D
nnw a...., a Imr (each entl) 22'x4'(c11 11,1 Won
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RUNNERS
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TRUSS
2 W TRUSS
0 24" O.C.
MAX
UP IGN PRESSURES
ROOF +27.8 -94.7
AL1S/OOOR5 ND +32.6 -29.2
ROOF FRAMING PLAN
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
jT.B a l TAT'
END ELEVATION
WRH GARAGE DOOR
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W - Number of jack studs required to support each end.
Laid flat
NJ- Number ofjack studs required to support each end.
Window header for window openings that hale more than 500A combined stud wall abole
•�
id below, otherwise use door header schedule.
See header details for alternate layouts, i.e. 2-2'x4 or 4-x4' P.T.Hoaxes
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The header can be attached to the top plate and thus have the combined strength
7io mibA'allmys mrmIudwancellcem� s
Willem and use the maximum span stated.
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MAX
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HYDROVENT DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
k0Pj1Q-NALj
& DOORS
DOOR 6' WIDE OR LESS
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G.F.I.
NOTEs-oPnoNu ELECIRIc
OUTLET
NQo
-ALL WIRING SHALL BE 14 GALE 3-WRE MC CABLE.
-ENCASE IN ALL METAL BOXES.
SOURCE
L
WIRING DIAGRAM
(OPTIONAL)
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9URDING TYPE
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WNSTRUCTON TYPE
Y-a
ORE PROTECTION
NONE
ME SUPPRESSION SYSTEM
hollc-
cxxU NCY
sn"AcE
ALIOwABLE NUMBER OF WORM
I
BASIC wn1D EEO
N—I.
INTERNAL PRESSURE MEFR )ENT
a/- ala
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10Pi
ROOF WE UMD
30Ps m aove Pow .
BOOR DEAD LOAD
10PSF
FLOOR LIVE LAND
514 i5P3 - I2 aPT.
W RATING OF WALLS. FLDOR ROOF
N/A
MEuus PER BUUWNG
I
SHELTER
REVISIONS
SaE. on na
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J 12/12/17
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0 Matthew T. Baldwin P.E.
z Florida License #64608
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