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 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 ESTABUSHED 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 WrrH 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"xS" WEDGE ANCHOR THRU THE
2"x4" BOTTOM PLATE
TABLE 1
ORING TO CONCRETE
UPLIFT (PLF)
ANCHOR SPACING
400
v_Er
280
3'--e
E
240
200
5-6'
160
N-6'
120
3'-6'
TABLE 2
SKID RUNNER SPACING"
SHED WIDTH
X1
X2
X3
11'-8"
2'-8'
W-4"
-
10'-0"
V-7"
6'-10,
-
H'-0'
V-9'
6'-B".
-
6'-0,
O'-10'
51"
-
'VALUES ARE FROM END OF JORT 1D CENTERS OF (2) 4'zb'
STODS ONLY. 1S-B' WIDE SHEDS HAYS (4) SETS OF SODS.
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
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.BUII.DING 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
AD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD*
MATERIAL
1
2"x8'xi 6'
177BLBS
CONCRETE BLOCK QUAIOY
CEMENT AND SAND MIX
II
4'ze'z16'
3500LBS
CONCRETE BLOCK QUAUTY
cFME74T AND SAND Mix
III
16"x15"
3950LBS
ABS PLASTIC PADS
IVe"zB"x1fi'
19DDLB5
WET 8lADK 0UTY
CEMENT AND SAND MIX
• EASED ON 2000PSF SOIL SEAMING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (WXWXIGP) MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 4B' WR{INUT RONFORCING
2 ASS PADS REQUIRED ON 1V-8' AND IS-O' 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
AD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-8"
SW/DW
4A5/332
C" To V
6'-0'
1936LB
1, II, III, OR N
18791B
I, 11, III, OR IV
11'-8"
SW/DW
6.00/480
T TO 6'
6'-0'
255BLB
1, II, III, OR IV
2558LB
I, II, III, OR IV
10'-O"
SW/DW
5.00/400
0" TO C
6'-0"
240GLB
1, 14 III, OR IV
2400lB
I, II, III, OR N
SW
4.00/329
Cr TO 6"
6'-0'
2029LB
I, II, III, OR N
2133LB
1, II, III, OR N
SW
3.00/240
1 O" TO S'
a-0"
16MLB
1, II, III, OR N
1866L S
I. II, 111, OR W
• LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENIER TO CENIFA
3. USE SAME MAXIMUM SPACING FOR INFERIOR SPACING.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX LTM
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 LOCH. 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
tl-0' TO S-0"
10'-0'
I V-8"
6.00
208
01 TO S-T
1 D'-0"
•:
5.00
174
'
$'-0" --
-4.00
138
0'-0" TD X-0"
161.
6'-0'
3.00
104
V-0' To 3'-O'
10'-0"
TABLE B
30' AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
I LW
UPLIFT (PLF) ENO ANCHOR -
MAX. INTERIOR SPACING...
20'-0"
1 10.00'
1 40o I O-w TO 3'-cr
1 5--0'
• LOAD WIDTH OF UPLIFT ON RUNNER
'• LOCATION FROM END WALL OF ADDER ANCHOR
'^ MAXMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
i ALL MFASUREMENTB ARE CENTFA-TO-CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ARE MQUIRED IF SPACING IS MORE THAN
BETWEEN ANCHORS_
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED TO
EXISTING BUILDING'. IN WHICH ANCHOS-CAN BE PLACED OR THE END W BSI
TO THE SIDE AS POSSIBLE. ems. _ _-
-
ST. LUCIE COUN
BOCCI
2'42' GALVANIZED WASHER
242' VANIZED' WASHER -
YATH 1/2' NUr
1/2' MRFAOm R00
W'RH 1f2' NUT
OPTIONAL MR'IHGH
NOTCH OR COUNTERSINK BOLT
THREADED ROD '�""�._.•
1/2 IN
'OPnONAI FOR 'NKHH SET'
EYES BOLTED TOCEIIffR WITH 1/2'x2'
BOLT & NUT WITH (z)zSQ' GALVANZID
1/2' (XXRL]i
THRU 2N4' BOTTOM PLATE
Dt PLATENaLLn
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•
MIN.
, � - - • ' •
LBJ CONCRETE
WEDR Om GE ANCHOR SLAB
THRU 2k4' P.T. OR INTO
PLATE
(SEE TABLE 1
TO 2' 6P..
MIN.
I' •
EYES BOL1E0 TOGETHER WITH 1/A(42 �
TYP l IN Ip Og N PAD WITH
FOR SPACING)
'
BOLT`&TMJr WRNL(2)2-42G4YANTZ
WASHERS (2.6WLB SPEAR CMAaTY) S BLOCW (SEE TABLE 3).
t/2'43' (4N0 LB.)
CONCRETE WEDGE ANCHOR
SIMPSON A-24 CONCRETE SLAB BY OTHERS nER0Ug1
CUP OR EIXIAL LOCAL COOLS AND JURISDICTION
CONCRETE STAB BY OTHERS THROUGH
LOCAL COPES AND JURSOICTgN
'L 30' EARM AUGER ANCHOR
(SEE TABLE i FOR SPACING)
(SEE TABCE.4TFOR'SPACOiG) � ,5�-=. _ �---
SH ❑ I' SKID
SHED WITH SKID
SHED WITH
ENO FLOOR' OPTION SCANNED
_ TO PAOiORRBLOGKIN
ANCHORED
TO CONCRETE
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TO CONCRETE
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TIE -DOWN
DETAILS
St. Lucie Cour
COOE VERSION
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WWDFACMiER _
BUIDING TYPEc2CONSTRUCTION
TYPEFIRE
PROIECHTOt[FIRE
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p GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART THIS
PLAN SET AND ARE GOVERNED ED' LOCAL
THIS
SBICDON.
W 2 TINS BUILDING S R TIONUE14PTC FROM THE FBC
J ENERGY CONSERVATION CODE PER SECTION
70152T
m 3. REFER TO TIE -DOWN ENTS M PROPER
1 INSTALIAnoN REQUIREMENTS TD MEET CODE
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END ELEVATION Z
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