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 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
S-6"
10'-0"
200
S-6"
B,-O"
160
S,-0"
6'-0"
120
S-6"
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
X1
X2
X3
13,-B"
1'-1P4"
1'-1C4"
1'-104"
11'-8"
2'-e"
6'-4"
-
10'-0"
V-7"
6 -10"
-
8'-0"
0'-9"
6'-6"
-
6'-0"
0'-10"
51"
-
"ALUM ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4-
SKIDS 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)1%44"
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.
J:CE
OCT 2 9 2019
RE'VED
cie CounP�"it_]
ragrr-3A-
' PAD
TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD-
MATERIAL
1
2"ze"z16"
1778LBS
CONCRETE BLOCK
OUAIJTY
CEMENT AND SAND
MIX
II
4"x8'z16"
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS .
IV
B"x8"X16"
1900LBS
CONCRETE
BLOCK QUALITY
CEMENT
AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SCUD CONCRETE BLOCKS (8"x8"x16') MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON IV-8" AND 13'-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, 11, III, OR IV
1879LB
I, II, III, OR IV
11'-8"
SW/DW
6.00/480
0" TO 6"
6'-0"
2558LB
1, 11, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
240OL13
I, II, III, OR IV
2400LB
I, I1, Ill, OR IV
8'-0"
SW
4.00/320
0" TO 6"
6'-0"
2029LB
I, 11, Ill, OR N
2133LB
1, 11. Ill, OR IV
6'-0"
SW
3.00/240
Cr TO 6"
6'-0"
1658LB
I, 11, Ill, OR IV
1566LB
I, 11, Ill, 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 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'-8"
7.00
243
0-0" TO S-T
10'-0"
1L�-�8"
6,00
208
,per" TO 3=O�
W�' 7Qg0
10'-0"
5.00
174
V-T TO 3'-0"
10'-0"
8'-0"
4.00
138
0'-0" TO S-T
10'-0"
6'-0"
3.00
104
d-O" 10 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
1 400
1 Y-T TO S-0"
1 5'-0"
• LOAD WIDTH OF UPLIFT ON RUNNER 6UANNED
•• LOCATION FROM END WALL OF AUGER ANCHOR
•^ MAXIMUM SPACING BETWEEN ANCHORS BY
NOTES St. Lucie County
1. ANCHOR SPACINGDESIGNED 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 T PIECED NEAR TO CAN
L
TO THE BUILDING; IS WHICH ANCHORS CAN BE PLACED ON THE ENp `�'AinASJ ��E�n /n
TO THE SIDE AS POSSIBLE 1T!-0 � /1 S[
~PkvFt- la
2"x2' CALV�AN2ED WASHER
TH 1/p" NUT
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
EYES BOLTED TH (2)2-x - G VANZ2"
BOLT & NUT WITH (2) GALVANIZED
1/2" THREADED ROD
OPTIONAL FOR "HIGH SET*
1/2 COUPLER
NOTCH OR COUNTERSINK BOLT
THRU 2"x4" BOTTOM PLATE
BOTTOM PLATE NAILED
1/2" 1H EA6ED ft0 -�
0 ZONAL FOR "HIGH SEf'
i/2" COUPLER
if2%x12" FORGED EYEBOLT,
1:
6i
�8�
r 11ON
SHE
WASHERS (2.000LH SHEAR CAPACITY)
\'° MIN.
RETE
1/WEDGE ANCHOR IMOCSIAB
P.T. BOTTOM PLATE
TO
TO 2 6" P.T. BASE
____ _ __ MIN.
EYES BOLTED TOGETHER WITH M1/2ix2"
���
_
e
,.
THRU 2"x4"
(SEE TABLE 1 FOR SPACING)
I"
LL--
BOLT & NUT WITH ej2)21 2'1GALVANIZED
TYFE I, I1, ALAI, OR N PAD WITH
BLOCKING REQUIRED (SEE TABLE 3).
1 25T3"
BY OTHERS
AND
LOCAL
WASHERS (2.000LSISHEAR CAPACRY}
CONCRETE WEDGEANCHORCUPSOR
EQUAL LOCAL CODES JURISDICTIONROUCH
CODES AND JURISDICTION
30" EARTH AUGER ANCHOR11111L
�
(SEE TABLE 1 FOR SPACING)
(SEE TABLE FOR SPACING)
SHED_WITH
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
TO PAD30RS_ BLTOG+FING
K
ANCHORED
TO CONCRETE
ANCHORED TO CONCRETE
TIE
-DOWN
DETAILS
CODE VERSION ' T3C 201) BIn
MANUFACNRER SUPFAIOR SHEW
V-B
�FRE SUPPRESSION SYSTEM I NANO
I Foci ioeua GTOPAGE
SPEED
ENCLOSURE
OVCCO6m
INTERNAL PRESSURE COEFFCIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
t015F
ROOF UVE 1DAD
203E OK 300.
FLOOR DEAD LOAD
PPSF
FLOOR LNE LOAD
M. 753F - 1253E OK.
Tt" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
t
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
LE55 THAN MO SOFT.
REVISIONS
REV
I DESCRIPTION
DATE
BY
1
IM17M i
111/12/171NTB
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5/26/I8
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GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE. PER SECTION
1015.22.
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
Al
6/1 /18
Qtlhew T. Baldwin
Florid icel¢5 jJ§�4608
Sheet. AD-1 OF 1
2018-12-1., FOP LINE ENGINEERING APPROV
ALUMINUM ROOF SHEATHING
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2`74` TRUSS
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DESIGN PRESSMS
7ROOF +27.8
ALLS/DOORS INDO +32.6
a4
2.1 9J
near
ROOF FRAMING PLAN
END ELEVATION
WITH GARAGE DOOR
(au 04 ooERD
"LAN #SS-B-180-C
Side Wall Header Schedule (180C)
Building WidN
Size Up to 14' Wide Fasteners w/ strap
Max Span i NJIb) (each end)
d^.e^ aJI- n a _ •r n nr nail.
NJ- Number ofjack studs required to support each end.
Window header forwindow openings that haw more than 500/6 combined stud Wall abme
d below, otherwise use door header schedule.
See header details for aftemate layouts, i.e. 2-2"x4" or4•x4' P.T.
The header can be attached to the top plate and thus haw the combined strength
uilelenl and use the maximum span stated.
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'- HYDROVENT DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
& DOORS
fO ONALI
DOOR 6' WIDE OR LESS
I
G.F.I.
NOTES-O"ONAI SECU11C
OUTLET
N "
M BE B GALE 3-WIRE MC CABLE.
-ENCASE IN ALL METAL BoxES.
-EN WIRING ALL
SOURCE
L
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WIRING DIAGRAM
(OPTIONAL)
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SMP-51, S%41 T9, ICC 51E5040
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GotFa, Florida 30]34
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TYPE
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F LAM LI N
A OE10 1DAD
M LIVE LOAD
RATING OF WAus• RDOR ROOF
DIES PDt MIMING
RIGANE PRO EC'nON USAGE
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Cr Matthew T. Baldwin P.E.
z Florida License #64605
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