HomeMy WebLinkAboutSHED PLAN'tt
SETUP 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 BR. 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.
6rIF-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
UPUFT (PLF)
ANCHOR SPACING
20'-0"
400
S-6"
13'-8"
280
S-6'
I V-8"
240
S-0'
IO'-0"
200
S-67
8'_0"
160
V-6'
6'-0"
120-0•
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
X1
X2
X3
1'-101'
V-1U)'
2'-8'
6'-4•
-
10'-0"
V-7-
6 -10"
-
8'-0"
O'-9'
6'-6-
-
6'-0"
0'-10'
51'
-
VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4'
SWDS ONLY. 13'-e' WIDE SHOOS 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)4•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 48).
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.
AUG 0 2 2019
ST. Lucie County,
TABLE 3A
PAD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD'
MATERIAL
I
2'x8'x16'
1778LBS
CO
LCRETE BLOCK QUAUTY
CEMENT
AND SAND MIX
II
4%8'06'
3500LBS
CONCRETE
BLOCK OUALTTY
CEMENT
AND SAND MIX
III
16'x16"
3950LBS
ASS PLASTIC PADS
IV
8'xB"x16"
1900LBS
CO CRETE BLOCK QUOF
CEMENT AND SAND MIX
• BASED ON 2000PSF SOIL SOAPING CAPACITY (20MPSF IS TYPICAL)
NOTES
I. HOLLOW OR SOUR CONCRETE BLOCKS (818'xW) MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 49' WOW RONFORTNG.
2 ASS PADS REQUIRED ON 11'-B' AND IS-B' WIDE SHEDS ONLY.
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPOON
PAD
MAXIMUM LOAD AND PAD TYPE
SHED 'WIDTH
TYPE
LW (PLF)
END PAD
MAX. SPACING
ENO PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-B"
SW/DW
4.15/332
0' TO 67
6'-0'
1936LB
I, II, III, OR IV
1879LB
I. II. III, OR IV
11'-8"
SW/DW
6.00/480
0" TO 6'
6'-0'
2558LB
I, II, III, OR N
2558LEI
I, 11, III, OR IV
lo'-O"
SW/DW
5.00/400
0' TO 67
6'-0'
2400LB
I, II, III, OR IV
2400LB
I, II, III, OR IV
8'-0"
SW
4.00/320
Cr TO 6'
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, II. III, OR N
SW
3.00/240
0' TO 6'
6'-0"
1658LB
I, II. 111. OR IV
1866LB
I, II, III. OR N
• LOAD WIDTH OF UPUFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENIFA OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
J. 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 LES.
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
UPLIFT (PILE)
END ANCHOR--
MAX. INTERIOR SPACING•••
11'-8"
6.00
208
U-Cr TO 3'-0'
10'-0"
10'-0"
6.00
174
6-0' TO S-0'
10'-0'
8'-0"
4.00
138
U-T TO S-0'
10'-0'
6'-0"
3.00
1G4
0'-T TO S-0'
10'-0'
TABLE B
30' AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW-
(PLF)
END ANCHOR-'
MAX. INTERIOR SPACING...
20'-0"
10.00
1 400
1 U-T TO S-0"
1 5'-0'
• LOAD WIDTH OF UPLIFT ON RUNNER
•• LOCATION FROM ENO WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER-TO-CENRR
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH COMM.
ADDITIONAL INTERIOR ANCHORS ARE REWIRED IF SPACING IS MORE THIN 10'-0•
BETWEEN ANCHORS_
4. ANCHORS SHALL BE ON SIDE WADS EXCEPT WHEN THE SHED IS PLACED NEKT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE LEND WAUS AS CLOSE
TO THE SIDE AS POSSIBLE
2'x2' GALVANIZED WASHER
S2•ii2• GALVANIZED WASHER.
W1�/2" NUT
WTIH 1/2' NUT
1/2' THREADED ROD
OPTIONAL FOR THIGH SEf
/
- 1/
NOTCH OR COUN>Ei
THRFAO ROD
OPNONAL FOR 'HIGH SET'
1 /2' COUPLER �"
EYES BOLTED TOGETHER WRH 1/2'62'
BOLT & NUT WITH (2)2'x2' GALVANRED
WASHERS (20001B SHEAR CAPACITY)
1/2' COUPLER
..
I/21D (400 LBJ CONCRETE
THRU 2'x4' BO
..
2'a2 BOTTOM
TO 2'x6' P.T.
.
1/2'x12' FORGED FYEWLT "
Y
• ° MIN.
e'- -
WEDGE ANCHOR INTO 514E
THRU 2'x4' P.T. BOTTOM PLATE I
________
vyF
ELT BOLTEDTOGETHER Wm{ /2'x2' M ,A -II; II, O N.PAD WITH
BOLT & Na WIIH1(2)2 # jCALYANI2ED '3'
1/2 x3 (400 LB.)
SIMPSON A-24 CONCRETE SUB BY OTHERS THROUGH
SPACING) I6___ --_
.
�CONCAETE
IAOGT(Itj(; AS EQUATED
WASHERS (2000LB SHEAR GPACRY) Al (SEE TABLE 3).
' 30 EARTH AUGER ANCHOR
CONCRETE WEDGE ANCHOR
(SEE TABLE 1 FOR SPACING)
CUP OR EOUAL LOCAL CODES AND JURISDICTION
�Q
qq¢ TJ�
` Luce V
V lr 11,^I^ �lo�
STAB BY OTHERS UGH
LOCAL CODES AND JURISDICII N
(SEE rABiE 4 IT sPAclrvc)
C. SHED WITH SKID
SHED WITH SKID
SHED WITH
'NO FLOOR' OPTION
TO PADiOR[BLOCKIN
ANCHORED TO CONCRETE
ANCHORED TO CONCRETE
TIE
-DOWN DETAILS
CODE VERSION
M =17 66. O1Nv4 AGY-7
MMIUFALTURER
SurTlaoR SHETs
BUILDING TYPE
pf9 IA*4
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NdE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORM£ _
ALLOWABLE NUMBER OF STORIES
I
ENCLOSURE
DgD3D
INTO*" muial E COUTTCRNT
a/- DI6
IMPORTANCE FACTOR
1.16
ROOF DEAD LOAD
lanF
ROOF LIVE LOAD
SIPS OR 0mm
FLOOR DEAD LOAD
WY
FLOOR LIVE LOAD
6R1. TbPY - 12FYSF FPT.
`R• RATING OF WALLS. FLOOR ROOF
N/A
MODUES PER BUILDING
I
ISQUARE FOOTAGE I ums nP = sas7. II
1
iA
2.
ARE NOT PART OF THIS
GOVERNED BY LOCAL
FOR PROPER
TO MEET CODE
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DESIGN PRESSURES
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