HomeMy WebLinkAboutSHED PAPERWORKSETUP 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 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
3'-6"
13'-8"
280
S-6"
11'-8"
240
S-6"
10'-0"
200
3.-6"
B'-Q"
160
3'-6"
6'-0"
120
S_T
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
1,-10}"
1,-104"
1'-10}"
11'-8"
2'-8"
6'-4"
-
10'-O"
V-7"
W-10"
-
8'-0"
0'-9"
6'-6"
-
6'-0"
O'-10"
51"
-
VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4114"
SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS.
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)"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
1
2%8"06"
1778LBS
C
E BLOCK QUALITY
CEMENT
AND SAND MIX
II
4"x8"x16"
3500LBS
CONCRETE
BLOCK QUALITY
CEMENT
AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
8"xB"x16"
1900LBS
CONCRETE
BLOCK
QUALITY
CEMENT
AND SAND
MIX
• &SED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"A8.06� MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WOHOUT REINFORCING.
2. ASS PADS REQUIRED ON 11'-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
Cr TO 6"
6'-0"
1936LE
I, It, III, OR IV
1879LB
I, II, III, OR IV
11'-8"
SW/DW
6.00/480
Cr TD 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, II, III, OR IV
W-O"
SW
4.00/320
0" TO 6"
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, It, III, OR IV
6'-0"
SW
3.00/240
Cr TO 6"
6'-0"
1658LB
I, II, III, OR IV
1866LB
I, II, III, 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
UPUFT (PLF)
END ANCHOR-'
MAX. INTERIOR SPACING•••
13'-B"
7.00
243
0'-0" TO S-O'
10'-O"
111;8",m_
61p0A
208'
9-0"TO3'-0'1'
_
10'-0,
I O'-0"
5.00
174
01-0" TO S_O"
1 O'-0"
8'-0"
4.00
138
0'-0" TO S-or
1 O'-0"
6'-0"
3.00
104
0'-0" TO S-O"
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
I UPLIFT (PLF)
END ANCHOR•'
MAX. INTERIOR SPACING...
20'-0"
10.00
1 400
1 0'-0" TO S-0"
1 5'-0"
• LOAD WIDTH OF UPLIFT ON RUNNER
•• LOCATION FROM END WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENIER-TO-CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS PRE REQUIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS..
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING
GSBAS POSSIUILDWHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TOT
REVIEWED FOR CjGrS
rhnnr rnMPLI
ST. LUCIE COUNTY
BOCC
Za" GALVANIZED WASHER
2" "GALVANIZED WASHER
WITH 1/2" NUT
1/2" THREADED R00
WITH I/2' MlT _
'
OPTIONAL FOR "HIGH SET'
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD
OPTIONAL FOR "HtCH SET"
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH (2)2"x2" GALVANIZED
1/2" COUPLER
1HRU 2"x4" BOTTOM PLATE
1/2` CW TER. IL
WASHERS (2.000LB SHEAR CAPACITY)
TO 2"x6o P.T.HALED
T. BASE
(4 IBJ CONCRETE
1/ 2 FORGEb ETEeOLT T
G
MIN.
WEDGE ANCHOR INTO SLAB ____-- _ MIN.
THRU
TI1RU 2"xb" P.T.T BOTTOM PLATE �"
2wx
(
(SEE TABLE 1 FOR SPACING) H--------'-------
EYES BOLTED NGETHER WITH if2,Lx2" TIFF 1 Ii, II_I, O.R'IV PAD WITH
BOLT & NUT WRH](2}2Lx2'rGALVANtZED BLDCKINC REQUIRED (SEE TABLE 3).
WASHERS (2.000LB $HEAR CAPACITY)q
7/2"x3" (400 LBJ
CONCRETE WEDGE ANCHOR
SIMPEON A-24 CONCRETE SUB BY OTHERS THROUGH
CUP OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
30" EARLH AVGER AP(CHOR
(SEE TABLE I FOR SPACING)
(SEE1TA6lE 4 FOR SPACING)
SHED WITH SKID
SHED
WITH SKID
SHED WITH 'NO FLOOR' OPTION
_
70 PADTOR>l8LT00KIN
ANCHORED
TO CONCRETE -
ANCHORED TO CONCRETE
TIE
-DOWN
DETAILS
CODE VERSION
. 2017 sK u1W,A50E-T
MANUFACTURER
svp OR SHEDS
BUILDING TYPE
MANUF010RW BUI I IG
R6NFNiW. LA" SiOPRGE
CONSIHUCTION TYPE
V-B
FIRE PROTECTION
NONE
RRE SUPPRESSION SYBTEM
NOW
OCCUPANCY
SIOPACE
ALLOWABLE NUMBER OF STORIES
I
BASIC WIND SPEED
V.-209mph
INTERNAL PRESSURE COEfDCIENT •/- 0.18
IMPORTANCE FACTOR 1.t5
ROOF OFAD LOAD taps,
ROOF LME LOAD IDps, oR Soam
Inwre DEAD LOAD I BPSF -1I
BOOR lNE LOAD 51D. TSPSF - 1x5Ps OPT.
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ARE GOVERNED W LOCAL
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.
6/1/18
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PSI APPROVAL 20 A-18
(I 4AUMINUM ROOF SHEATHING
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END WA(1 TRUSS
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ROOF FRAMING PLAN
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TYPICAL ARCH FRAME
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WITH GARAGE DOOR
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Side Wall Header Schedule (180C) End wan Header s
Building Width _ �. eld) Max Span NJ(b)
Size Up to 14' Wide Fasteners w/ strap I y2'k4" 6'-0" 0
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b. NJ- Number ofjack studs required to supnod each end.
Tallulated values are far 2 grace
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NJ - Number ofjack studs required to suppod each and,
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Window header for window openings that have more than 50% combined stud wall above
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CODE INFOR ATION
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NUF/LTIRER gryEppR sWDS
ILDING TYPE
CONSTRUCI(ON TYPE
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FtitE PNOrECT10N
IRK SUPPRESSION SYSTEM
NONE
OCNPANCY
STwtMS
ALLOWAffiE NUMBER OF STORIES 1
&51C WIND SPEED w+-leOmq.
IMFRt1A1 PREBSLRE GOEITICIM a/- We
IMFOmAVCE FACTOR I.Ia
DEAD LOAD
1.
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N/A
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Vz Florida Umnse #64608
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