HomeMy WebLinkAboutPLANSSETUP AND INSTALLATION OF SINGLE WIDE SHED
V 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
.a 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 (FILE)
ANCHOR SPACING
20'-0"
400
3'-0"
13'-8"
280
S-6"
i V-8"
240
S-6"
1O'-0"
200
3•-0"
81_0.
160 '
S-46"
6'-0.
120
3'-0"
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
X1
X2
X3
13'-B"
1'-IC4"
1'-10]'
1'-10)"
1 V_8"
2'-B'
6'-4"
-
10'-0"
V-7"
6 -10"
-
8'-0"
O'-9"
V-6"
-
6'-0"
0'-10"
51"
-
NALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. 13'-B' 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, CE TER, 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 BACKEDI INTO PLACE AND UNLOADED PARALLEL WITH THE
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (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 bbLATE 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"x8"x16'
1778LBS
CONCRETE 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"x8"x16"
1900LBS
CONCRETE
BLOCK QUALITY
CEMENT
AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACNY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8'067 MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ASS PADS REQUIRED ON IV-8" AND 13'-B• 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
1, 11, III, OR IV
1 V-6"
SW/DW
6.00/480
T TO 6"
6'-0.
2558LB
I, IL III, OR IV
2558LB
I. 11, III, OR IV
10,-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
2400LB
I, 11. III, OR IV
2400LB
I, I1, III, OR IV
8'-0.
SW
4.00/320
0" TO 6"
6'-0.
2029LB
I, 11, III, OR IV
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
1 0" TO C
6'-0'
1668LB
I, 11. III, OR IV
186610
I, 11, 111, OR IV
` WAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. SE PADS OTHER THAN ENO PADS SPACING IS CENTER TO CENR.
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 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-
UPUFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING--`
13'-8"
7.00
243
0'-0" TO 3'-0"
10'-0"
11'-8
0 9
206
0'-0" Tu 3'-0"fl.
10'-0 �y
.003-
174
0'-0" TO 3'-0"
10'-0"
8'-0"
4.00
138
U-0" TO S-O*
10'-0'
6'-0"
3.00
104
0'-0' TO S-T
10'-O"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
I UPUFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING-'-
20'-0"
10.00
400
0'-0" TO 3'-0"
5'-0"
• LOAD WIDTH OF UPUFT 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 CENTER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INFERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0`
BETWEEN ANCHORS-
4. ANCHORS SFWl BE ON SIDE WADS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISDNG BUILDING: IN WHICH ANCHORS CAN BE PLACED ON THE END W AS CLOSE
TO THE SIDE AS POSSIBLE. . A fi, n
..w
SCANNED
CDGIE C
_
,2
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
1/2" THREADED ROD
St. Lucie County
g'T . B®cc �®p
GALVANIZEQ ASHER-
Wf 1/hNINU
OPTIONAL FOR THIGH SEF
1/2' RUOT
-
NOTCH OR COO OLT
THRU BOTTOM PLATE
OPTIONAL E'OR "HIGH SET'
R,, I6 so"
EYES BOLTED TOGETHER WITH 1/2'x2'
BOLT h Nlrt WITH (2)2"x2" CALVANTLED
1/2' COUPLER
BOTTOM Q 9,
2"x4" BOTTOM PLATE NAII�V G
1 /2" COUPLER
1/2' 1 'FORCED EYfa01T - .._-
� L
C+e�
WASHERS (2.000LB SHEAR CAPACOY)
_
MIN.
1/Yx5' (400 LaJ CONCRETE
WEDGE ANCHOR INTO SLAB
TO 2'x6" P.T. BASE
--------- MIN.
■3ii �°.; ? RenF
-. " °
THRU 2N4" P.T. BOTTOM PLATE
(SEE TABLE 1 FOR SPACING)
b-
EYES BOLIE[t TOG£tHjR WlILk1 1 Z x2�,
BOLT '&a NUT-Wi#H,�(2}21x2.1�`/ NREO
X T ll IT pR fl HAD WITH
1 2'x3" (400
/
SIMPSON 24 CONCRETE STAB BY OTHERS THROUGH
STAB BY OTHERS THROUGH
WASHERS (2 000LB SHEAR CAP C
z BLOCKING AS REQUIRED (SEE TABLE 3).
ALB.)tNCHOR
CONCRETE WEDGE ANCHOR
OR E
CUP OR EQUAL LOCAL CODES AND JURISDICTION
LOCAL CO
LOCAL CODE AND JURISDICTION
EARTH AUGER ANCHOR
1�
I
(SEE TABLE 1 MR SPACING)
(3 TABLE 4 FOR-SPAGINGT
HE-Q
lTH
SHED WITH SKID
SHED
WITH 'NO FLOOR' OPTION
-•-;_,;,. TO-F/iD=0R1°Backi
LTfl�NG CtCI
ANCHORED TO CONCRETE
ANCHORED
TO CONCRETE
_ __
TIE-DOWN
DETAILS
CODE VERSION
M 2UI7 Om EOOo A C-T
MANUFACTURER
PIPIROR SHEDS
BUI DING TYPE
uF Rm INImIHG
RES10ENnti u STORAGE
coNSmucnoN TYPE
v-B
FIRE PRBTECRON
NON[
FlRE SUPPRESSION SYSTEM
110NE
OCCUPPNCY
SIdNLE
ALLOWPBI£ NUMBER OF STORIES
1
BANG WIND SPEED
v�-teanen
ENCLOSURE
mCL%m
INTERNAL PRESSURE COETHCIENT
y- 0.18
IMPORIANCE FACTOR
1.15
ROOF DEAD LOAD
10
ROOF UVE LOAD
20 OR 3 lD
FLOOR DEAD LOAD
"S'
FLOOR LIVE LOAD
STD. 75PSF - 1Y OPT.
'R' RATING OF WADS. ROOK ROOF
N/A
MODULES PER BUILDING
t
HURRIGME PROMCRON USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE EDOTAGE
Los T .0 SOM
(n MTB
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Ld 4/26/16
= Scale:
(/ N/A
aEel
Ld ALL
0 GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
LLJ 2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
J 1015.22.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE
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MAX _O.C.
DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
+27.8 -94.7
ALLS/DOORS/ NDOWS
+32.8/-2M
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
END ELEVATION
WITH GARAGE DOOR
("', aN OV1144
Side Wall Header Schedule (180C) Wall Header S
Build, g Width .:e{•, Paz. Span N.I{o}
size Up
-Wide Fasteners wl strap `° 1214• 5-P 0
N.Hi,, (each end) I z-rza-tet y4F I am
W -Number o/jack studs required to support each end.
Laid flat
NJ - Number ofjack studs required to support each end.
Window header for window openings that have more than 60% combined stud wall abme
d below, otherwise use door header schedule. •�
1. YE Fl9Ft1EA SaEAAE rai WIdT','.V£
See headerdetails for atlemate layouts, i.e. 2-2"x4" or4"x4" P.T. z sc A� � ten+
The header can be attached to the top plate and thus hale the combined strength • anPard� Rsw ro 000n Ia w-L -d- Iaort
uKelent and use the maximum span stated.
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HYDROVENT DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
D1 WIDE OR LE55 [DOOR 6
(OPTIONALZ
& DOORS
G.F.I. NOTES -OPTIONAL ELECTRIC
OUTLET
-ALL WIRING SHALL BE GE 3-WIRE MG CABLE.
SOURCE N 'Q'-ENCASE IN ALL METAL
AL BOXES.
AGOXES.
L "
WIRING DIAGRAM
(OPTIONAL)
l's
1M RUNNER
W 0i9£
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FLOOR FRAMING PLAN
CODE
CONSIRUrnoN TYPE V-0
i1ftE PRDIECIxIN IIWE
ALLOWABLE NUMBER OF SWRIS 1
BASK YAND sP® v�1m�A
INTIBRNN. PRESSURE COEFT OFM
,/- 0.19
IMRIRTANLE FACTOR
1.15
ROOF DEAD LAID
1.
ROOF LIVE LOAD
. de 3W6 redo, IDb
FLOOR DEAD Lam
lops
Rots LIVE LAUD
so )6P3 - 11b o,'f
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FSS............•
0 Matthew T. 301ftin P.E.
z Florida License #64608
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