HomeMy WebLinkAboutSETUP & INSTALLATIONSETUP AND INSTALLATIu,, 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 Ut SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
BUILf)IN,- IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BU LiJING 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
3'-6"
10'-0"
200
3'-6"
8'-0"
160
3'-6"
6'-0"
120
S-6"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
11'-8"
2'-8"
6'-4"
-
10'-0"
1'-7"
6'-10"
-
8'-0"
0'-9"
6--6-
6'-0"
0'-10"
51"
-
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4"
SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS.
By
st tt ICc r 1;4ri�
RECEIVED
MAR 0 5 2018
ST. Lucie County, PArmitting
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�"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 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.
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 CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16') MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-B" 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, II, III, OR IV
1879LB
I, 11, III, OR IV
ill-$"
SW/DW
6.00/480
0" TO 6"
6'-0"
2558L�-
I,,-Il,' III,- OR-IV-
-2558L-B--I,-11,_III,_OR-LV_
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
2400LB
I, II, III, OR IV
2400LB
I, II, Ill, OR IV
8'-0"
SW
4.00/320
0" TO 6"
6'-0-
2029LB
I, 11, 111, OR IV
2133LB
I, 11, III, OR IV
6'-0"
SW
3.00/240
Cr TO 6"
6'-0-
1658LB
I, II, III, OR IV
1856LB
I, II, ill, OR IV
* LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING.
kI I�iC�il l�$
��I�Il11Y OF THE
91f. ttfc-ft cOt,';�"['�' Ri1IT DIVISION
RIVEWED FOR CO, E
DATr
I LAMS AlND P RNIIT WST BE KEPT ON
011 NO INSPECTION�j ILL BE � =1-0e
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH A" A IRWIDASA C09681
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
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.
ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 4B.
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 (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
13'-8"
7.00
243
0'-0" TO S-O"
10'-0"
11'-8"
6.00
208
U-0" TO S-O"
IO'-0"
Ot-02
.-... 0
5:0
74-'�
_0'-0" T0:3'=0"-_
- ---
8'-0"
4.00
138
0'-0" TO 3'-O"
10'-0"
6'-0"
3.00
104
U--v TO 3'-0"
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF)
I END ANCHOR"
MAX. INTERIOR SPACING***
20'-0"
10.00
400 j
0'-0" TO 3'-0"
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 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 IS PLACED NEXT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE.
2"x2" GALVANIZED WASHER
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
1/2" THREADED ROD
WITH 1/2" NUT " �'=x �'
OPTIONAL FOR "HIGH SET"
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD =+ "yam F"
FOR OPTIONAL "HIGH SET-vx %r
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH (2)2"x2" GALVANIZEDBOTTOM
1 2" COUPLER
/
THRU 2"x4" BOTTOM PLATE
2" 4" B
xO PLATE NAILED
1/2" COUPL'ER=�
WASHERS (2.000LB SHEAR CAPACITY)
2"P.T. BASE
"-�
1/2"x12" FORGED EYEBOLT 3�
i. _l4" MIN.
1/2"x5' (400 LB.) CONCRETE
WEDGE ANCHOR INTO SLAB
4" MIN.
.:-�
�' { =r" _�„
"
_ ,
I
THRU 2"x4' P.T. BOTTOM PLATE ,'
i
EYES BOLTED TOGETHER WITH 1/2 x2
--
(SEE TABLE 1 FOR SPACING) '-------
-------- -
BOLT &NUT WITH 2 2"x2" GALVANIZED -. T1'PaEll PAD WITH
() F '" '^ BLOCKING AtrS� �R.EQUIRED (SEE TABLE 3
WASHERS (2.000LB SHEAR CAPACITY): c __ w-^� Y- )'
1/2"x3' (400 LB.)
CONCRETE WEDGE ANCHOR
(SEE TABLE 1 FOR SPACING)
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CUP OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
,- 30' EARTH AUGER�AtyCHO{Y
(SEE TABLE 4 FOR SPACING),,,.;
EllWd� rask.,ID-
SHED
ANCHORED
WITH SKID
TO CONCRETE
SHED WITH
ANCHOR
- 0 '-PTI
^T;O�PAQ
�"OR BLOGi<ING
0 T
t;;...-_..r
TIE
-DOWN
DETAILS
PSI APPROVAL 20)1-18
D4 ALUMINUM ROOF SHEATHING
o'—o` MAX.
Go
La
1x4
RUNNERS
M
O
0
D
2"x4" TRUSS
n
® 24" O.C.
MAX.
END WA
TRUSS
Side Wall Header Schedule (180C)
I
Size
Building Width
Up to 14' Wide
Fasteners vstrap
(each and)
Max. Span
NJ{b}
1-4ax4"
6 0
0
3 -3"x 0.131" nails
4"x4" w25d4"
8'-0
1
6 - 3" x 0.131" nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number of jack studs required to support each end.
c. Window header for window openings that have more than 50% combined stud wall abowa
and below, otherwise use door header schedule.
d. See header details for alternate layouts, i.e. 2-2 x4" or 4"x4" P.T.
e. The header can be attached to the top plate and thus hme the combined strength
equivalent and use the maximum span stated.
End Wall Header Schedule 180C
_
J e - Ma . span fJJ@} Fasteners w/o strap
(each end);c}
'I-1'kq" d'-0"
0
4 - 3' X 0.131' nails
2-2'k4"(c) 9'-0"
0{0}
o- X x nails
s. a u ated vo ues are for NO. - gra s 'pru ' m Ir lumber.
b. NJ- Number ofjack studs required to support each end.
c. Laid Oat
d No J:ck studs, but 2x6 studs laid lat.
1. SEE SEE FASTENER SCHEDULE FOR HMDWARE REpU1RE1,lENFS //•
2. SEE HEADER SCHEDULE FOR ADDmONAL INF�pM4 N.
3. WINDOW HEADERS HAVE COMBINED 601'.' OR 4DRE WALL FRAMING ABOVE '
AND BELOW, OTHERWISE REFER TO DOOR HEADERS. CODE INFORMATION
CODE VERSION FBC 2017 61A E41tbn, ASCE-7,
2014 NEC
MANUFACTURER SUPERIOR SHEDS
WALL STUDS I BUILDING TYPE RESIDENT AL DA N �.LG'ME
I ;� CONSTRUCTION TYPE V-B
I i II EXTERIOR SINGLE 2•z4•
SHEATHING HEADER FIRE PROTECTION NONE
i �� FIRE SUPPRESSION SYSTEM NONE
II I (2) 2•zb• WITH 1/2• PLYWOOD
� I I I; OR OSB FILLER OR (i)4'z4' 214• OCCUPANCY STORAGE
12•z12. OR 16•.4• BETWEEN 4%4• ALLOWABLE NUMBER OF STORIES 1
II WALL STUDS. VENT IS SECURED
To sHUTHING AS PER 12 MAX. BASIC WIND SPEED Vm-180mph
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & ENCLOSUREXPOSUREE
c
(OPTIONAL) & DOORS DOOR 6' WIDE OR LESS 4"x4" 2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/- 0.18
IMPORTANCE FACTOR 1.15
itso n�tertelce ROOF DEAD LOAD 1DPSF
OUTLET + NOTES -OPTIONAL ELECTRIC �. ROOF LIVE LOAD 3OPSF OR 3001E POINT LOAD
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE, CODE REVIEW
FLOOR DEAD LOAD 1OPSF
SOURCE N IL -ENCASE IN ALL METAL BOXES. Profe 1o4"IsemreTnd"s1 a;1" FLOOR LIVE LOAD STD. 75PSF - 125PSF OPT.
DESIGN PRESSURES
L II
Anlntcn<kC.r1, my
174833rdStreel
•R• RATING OF WALLS, FLOOR, ROOF
WA
ROOF +27.8 -94.7 ROOF
FRAMING PLAN
WIRING
DIAGRAM
Orlando, Florida 32839
MODULES PER BUILDING
,
WALLS/DOORS/WINDOWS +32.5/-29.2
(OPTIONAL)
Plans Review; Victor C. Martin, PE
HURRICANE PROTECTION USAGE
No
_
FL PE R82379, LA PE U42027
LSUCCCWU02436,TNPEN120939
HURRICANE SHELTER USAGE
NO
MI1EK OR ALPINE 2•z6•
END WALL
•DOOR 1, WINDOW LOCATIONS WRY -
SQUARE FOOTAGE
719 SQ.Fr. OR LESS
REVISIONS
OR EQUAL
�I✓✓-K�. 2•z4• COLLAR
oR ALPINE 2•.
B HEADE DETAIL
REV
DESCRIPTON
DATE
BY
ORFE
- OR EQUAL
SHEATHINGUOP IONS
2• MA%.
SEE HEADER
/
MAX. 2z4 STUD
DETAIL
24. O.C.
/
1z4 RUNNER i
ON INSIDE /
N
BLOCKING 0
END WALLS
— -
a
//
j
/ /
/ / /
/ / /
w
-
DraWn By.
MTB
Z
Data:
- -
J
12/12/17
END WALL _
0
Scale:
Imo-
N/A
2z4 STUDS o
2- SOLE PLATE
(n Lli
Model :
za D.C. MAX: ---FLOOR
FRAMING
�
SS-B-IBOCRI
2z4 SOLE PLATE
2z4 SOLE PLATE
EALL
Ll_I
IZ
1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE
FLOOR FRAMING
-
W
GOVERNED BY LOCAL JURISDICTION.
STUDS SECURED TO SOLE PLATE
LLJ --I
2. THIS BUILDING is EXEMPT FROM THE FED ENERGY CONSERVATION
CODE PER SECTION 101822
AND FLOOR FRAMING WITH 0.039•
1mm)z12• STRAP W/6-10d NAIL$
3. REFER ro nE-DOWN DETA TAILSFOR PROPER INSTALLATION
L"J L!
ro
LzL
( STANDARD
OR EQUAL
WALL DETAIL
NOTE ALL FRAMING MEMBERS ARE CONTINUOUS FROM
W
FOUNDATION SILL TO ROOF AND SECURE% TO ENSURE A
Q
REQUIREMENB TO EET CODE
4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2z4 82 SPF, EXCEPT
FLOOR SHEATHING WITH DOOR &
WINDOW OPTIONS
CONnNuous LOAD PATH. WHERE WALL MEMBERS ARE
~ O
AS NOTED.
VARIES 6'-0• TO 13'-8'---VARIES
6'-e TO 13'-B'
- 3/4• PLYWOOD
NOT CONTINUOUS, SHEET METAL CLAMPS, TIES. OR CUPS
(�
6. STRUCTURES OVER 400 S0. FT. WILL HAVE AN 80• MINIMUM
ELEVATION CROSS-SECTION
END ELEVATION
4 z4 P.T. ATTACHED WITH
- 3/4' P.T. PLYWOOD
- 3/4- T&G
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040• NOMINAL THICKNESS.
LLI
DOOR.
6. GU11ERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL
TYPICAL ARCH FRAME
WITH DOOR
SE
HAB OR E OR RUNT. BEE
TABLE 2 FOR QUANTRY AND
SPACING.
- 3/4 P.T. T6d
W
7 ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS
0'-0• MAX.
AS PEq FLORIDA BUILDING CODE
..
I
B. FLAT ETAL STRAPS CAN BE BEW AROUND STRUCTURAL MEMBERS
AF. WALL STUDS, TRUSSES, CHORDS, ETC. TO HELP SECURE 'THESE
0 OWL
2
11 LADM724®
_
__
____
____
____
____
____
____
____
____
____
SHED WISH
13'-8•
10'-W
6-W
TABLE
SKID
X1
2
P I
X2
x7
Z
J
MEMBERS; PROyOED THAT THE ADDED BEND DOES NOT INTERFERE
ANY IXLSTI! G BRAKES BENDS IN THE STRAP.
C ` • ................
r\ 6z4O
%••
``7' ' is
\\CENSE(2)
1'-fOj•
1'-f0]•
1'-10J'
1-T
W-10'
-
6'_6
W-10•
I I -VA Ea AK MU a;o or msr To COODcs of M 4
•� sines oNLT. 131-e W" s Mix (O 6Ers or siao&-
1
T„ I LLJ
2z4 BLOCKING ON O
END WALLS
I
2z4 BLOCKING •� I Q • - -
2•z6• LAID FIAT
I
b I 2x6OPT P.T. 212 O.C. IYP. ''� •• ••� \
OPTIONAL 126PSF O 16 D.C. I STATE \
IYP. WITH 3/4• T&G PLYBOARD I 0 •• FOF • / _ \\
4'x4" P.T. ATTACHED WITH�'••, C 0 R I D P C/
I
2z4 SOLE PU7E H24 OR EQUIVALENT. SEE �' • •(•�� �`
FLOOR FIkMING TABLE 2 FOR QUANTITY AND S�� ••....•...•.••w\`J```�
SPACING. \v
L3 LL 11 _1�� _E - MXK-_0
1 is
____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ___
---VARIES 6'-0• TO 13'-e" L--- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- - theta T. Baldwin P.E.
� at
VARIES 6'-0• TO 13'-B• x
Florida License #64608
END ELEVATION END ELEVATION BOOR JOIST, SEE SCHEDULE FOR SIZEz
WITHOUT DOOR WITH GARAGE DOOR J
(ONLY ON ENDWALL) FLOOR FRAMING PLAN F m Sheet: S S B— 1 OF 1