HomeMy WebLinkAboutConstruction PlansSETUP 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 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
A CHORE G TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
S-6"
13'-8"
280
240
S-9
10'-0"
200
3-6"
8'-0"
160
3-0
6'-0"
120
3-6"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
V-101"
1'-101"
1'-t0}"
2'-8"
W-4"
-
10'-0"
V-7"
W-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'-B" WIDE SHEDS 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�"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
I
2"xB"x16"
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"x8"x16"
3500LBS .
CO TRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
I 8"x8"x16"
1900LBS
CONCRETE BLOCK QUAUTY
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'-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
0" TO 6"
W-0"
1936LB
I, II, III, OR IV
1879LB
I, II, III, OR IV
i l'-8"
SW/DW
6.00/480
O" TO 6"
6'-0'
2558LB
I, II, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"•
6'-0"
2400LB
I, II, III, OR IV
2400LB
I, II, III, OR IV
SW
4.00/320
0" TO 6"
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR IV
6'-0'
SW
3.00/240
0" TO 6"
6'-0"
1650L13
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
I. 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*
UPLIFT (PLF)
END ANCHOR"
MAX. INTERIOR SPACING***
13'-8"
7.00
243
0'-0" TO S-e
10'-0"
11'-8"
6.00
208
U-e TO S-O"
10'-0"
5:00
174_
6-0" TO S-O"
10. Q
8'-0"
4.00
138
0'-0" TO 3'-0'
10'-0"
6'-0"
3.00
104
0'-0" TO N-0"
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF)
END ANCHOR"
MAX. INTERIOR SPACING**■
20'-0"
10.00
400
U-(f TO 3'-0"
5'-0"
*LOAD LOCATION
OCA ISONTMFROM OF PuFr ON RUNNER
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.
�'` -
Zx2" GALVANIZED WASHER
WITH 1/2" NUT
1/2' THREADED ROD
2"x2" GALVANIZED WASHER
WITH 1/2' NUT f/ r< -
OPTIONAL FOR 'HIGH SET"
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD �!
OPTIONAL FOR 'HIGH SET' jr�
EYES BOLTED TOGETHER WITH 1/2"x2'
BOLT & NUT WITH (2)2'x2" GALVANIZED
WASHERS (2.000LB SHEAR CAPACITY)
1/2' COUPLER
,71
THRU 2"x4" BOTTOM PLATE
2"x4' BOTTOM PLATE NAILED
1/2" COUP _
LEIj4 ��
1/2'x12" FORGED EYEBOLT"_" I�
_.
Y
" MIN.
1/2"x5" (400 LB.) CONCRETE
WEDGE ANCHOR INTO SLAB
TO 2'x6' P.T. BASE
•
MIN.
a t
n
M PLATE-14
THRU(SEE TABLE TI FORS SPACING)
EYES BOLTED TOGETHER WITH 1/2 x2y 7Y'P I II, III, OR IV PAD WITH
Ill,
BOLT & NUT WITH (2)2"x2' GALVANIZED BLOCKING AS REQUIRED (SEE TABLE 3).
WASHERS (2.000LB SHEAR CAP'AEACITY)l-, '* -1
r
30" EARTH AUGER ANCHOR, � r l "'
(400 LB.)
CONCRETE WEDGE ANCHOR
(SEE TABLE 1 FOR SPACING)
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CLIP OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
(SEE TABLE 4 FOR SPACING a _ -
WITH SKID � f
SHED WITH SKID
SHED
WITH ENO FLOOR' OPTION
/'
PTO ,PAD ORv BLOCKING
ANCHORED
TO CONCRETE
ANCHORED
TO CONCRETE
4
TIE -DOWN
DETAILS
CODE VERSION
FEIC Zan eth EdTO*n, ASCE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
F RED 8UIL0110
RE501E? U STORAGE
CONSTRUCTION TYPE
V-6
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC VEND SPEED
Vr180mah
ENCLOSURE
ENcIGSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
2OPSF OR 3001ba
FLOOR DEAD LOAD
BPSF
FLOOR LIVE LOAD
STD. 76PSF - 12WW OPT.
'R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
t
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
I LESS THAN 720 SOFT
DESCRI
1 2017 FBC 11/12/17 ARB
2 GROUND ANCHOR 6' AF.G WAX. ANCHOR EXTENSION 6/28/18 IJTe
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Q Date:
Ld 4/26/16
= Scale:
V) N A
odes
LLJ ALL
Q GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
W 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
:D INSTALLATION REQUIREMENTS TO MEET CODE.
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End Wall Header Schedule (180C)
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-B-180-C ' Side Wall Header Schedule (180C) jQ.►
•- "'' Fasteners w/o strap Z ''
• Building Width Size(d) Max. Span NJ(b)
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(each end Hc }
Size Up to 14' Wide 1-7'x4" G-0" D 4 - 3' x 0.131' nails
&A NJ (each end) 2-2'x4"7c', 9'-0" Did' 6 - 3• x 0 131" nails
0 -0 MAX.
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RUNNERS
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END W
TRUSS
2"x4" TRUSS
® 24" O.C.
MAX-
DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
+27.8/-94.7
ALLS/DOORS/WINDOWS
+32.5/-29.2
ax. Span (b}
1A"X4" 0 3 - 3" X 0.131• nails a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. I
b. NJ - Number ofjack studs required to support each end.
4'x4"vOIA" 8'-0" 1 6 - 3" x 0. 131" nails.
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. c. Laid flat
d. No Jack studs, but 2x6 studs laid flat. _
b. NJ -Number ofjack studs required to support each end. ��
c. Window header for window openings that have more than 50% combined stud wall above Lv�
and below, otherwise use door header schedule. 1N?g5
1. SEE FASTENER SCHEDULE FOR w�1A�r�YARE IRdtwm
d. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4" P.T. 2, SEE 341D swFDULE FqR. ADortOkAL N Tx1N.
3, WDNI HTi10ES ruL E9NED avl OR ORE WALL FRAMING AaOW
e. The header can be attached to the top plate and thus have the combined strength AND BELOW, OTHERWISE REFER To DOOR HEADERS, CODE INFOR ATION
equivalent and use the maximum span stated. CODE VERSION � 20177 M FdM- ASCE-7
MANUFACTURER SUPERIOR SHEDS
WAL5.",.OVENu
BUILDING TTPE RESIDENnAD IUuD.1a ECONSTRUCTION TYPE V-e
EXTEERIOR „ ER2i4•FIRE PROTECTION NONE
SHEATFIRE SUPPRESSION SYSTEM NONE
(2) 2W WTR 1/2• PLYWOODOR OSS FILER OR (1)4'd•2S4• OCCUPANCY STORAGE
4x4' ALLOWABLE NUMBER OF STORIES' OR 16'x4- BETWEENSTUDS VF1NT 6 SECURED
2` MAX. BASIC WIND SPEEDACTURERS fNSTRUCI1IxN5
T DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE G
OPTIO AL & DOORS DOOR 6' WIDE OR LESS 4"x4n W�2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/- 0.18
IMPORTANCE FACTOR 1.15
G.F.I. �+ ROOF DEAD LOAD IOPSF
OUTLET NOTES -OPTIONAL ELECTRIC ROOF LIVE LOAD 3aPSF OR 3001b POINT LOAD
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. .u...c FLOOR DEAD LOAD 10PSHALL
`I.`1:: 51'IWl'nTltAl in[:ixELaS '
SOURCE SF
N L L -ENCASE IN ALL METAL BOXES. William E. Neary, III FLOOR LIVE LOAD STD. 75PW - 125PW OPT.
L I T SIAP-51, SfiAl-79, IC-,5195040 •R• RATING OF WALLS, FLOOR, ROOF N/A
WIRING DIAGRAM 10649 OakrieY, Pointe Te?race
(OPTIONAL) Gotl+a,Florida 34734 MODULES PER BUILDING t
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE
NO
x1z
WrEx OR ALPINE 215'
OR EDUAL
2x4 COLLAR
MlTtx OR ALPINE 2'� •
END WALL
`+'S
•DOOR & "DOW LOCATIONS VARY
HEAD DETAL
SQUARE FOOTAGE
719 SOFT. OR LESS
REVISIONS
REV
DESCRIPTION
DATE
BY
OR EauAL
2x4 SOLE PLATE
- y N(A7I-
opaNc
ENDS WALLS °
2x4 SOLE MTE
FTLLI
2x4
24' G.C.
2' MAY
DETAIL
1:4 RUNNER
ON INSIDE
a�
-4 sTu°s o
24• or- MAY
SHEATHING OPTIUW ONS
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END WALL
2x4 SOLE PLATE
FLOOR FRQNG
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Date;
12/12/17
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1. FOUNDATIO PLANS ARE NOT PART OF THIS PLAN SET AND ARE
2. TH,R BURRING LISCALU 1Pr FROM THE FBC ENERGY CONSERVATION
CODE PER SELTIO 101522.
3. REFER TO TIE- DETALS FOR PROPER INSTALLATION
REQUIREMENTS m CODE.
4. ALL STUDS RAFTERS, TRUSSES, ETC. ARE 2x4 /2 SM EXCfPr
As NOTED-
5. STRUCTURES OVER 400 SO. FT. WILL HAVE AN 00' MINIMUM
DOOR
S. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS Tim LOCAL
CODES AND
7 AS PER FDA BUILDING CODE THE MIH,MUM SPECIFICATIONS
e. FLAT METAL. STRAPS CAN BE BEM AROUND STRUCTURAL MEVBERS
FLOOR `RAVING
L.'.1 LxJ LJ LJ
ARES 6'-0• TO 13'-e' ASFS 6'-0' TO 1S'-e'
ELEVATION CROSS—SECTION END ELEVATION 4*.V PT. ATTACHED WIR
TYPICAL ARCH FRAME WITH DOOR TAABLE 2 �IXI AND
SPACING.
iLL STUDS SECURED TO SOLE PLATE
AND FLOOR FRAMING WITH 0.039•
(1,5a,)dz- STRAP W/e-taa NAILS STANDARD WALL DETAIL NOTE: W'Lu FTuM'Nc IA7,1eETs u'E coHTeRL'°L's FROM
OR EQUAL -FwNWnON SILL TO ROOF AND SEW ENSURE A
R SHEATHING. WITH DOOR & WINDOW OPTIONS CONTINUOUS LOAD PATH. WNEY WUL�141BERs ARE
- 3/4' PLYWOOD Nor CONnNuous, SHEET METAL PS, TIES OR CLIPS
- 3/4' P.T. PLYWOOD SHALL- FE FORMED OF GALVANIZED STEEL OF I OT LESS
THAN o.ao NoM NAL THICKNESS.
- 3/4' T&G
- 3/4" P.T. T&G
'-0' MAX
o�}yNt sTUos_TRussEs cHORos_Tc 1. HELP SECURE THESE
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TABLE 2 FOR OINNilT1' AND
SPACING.
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ARES 6'-O' TO 13'-9' —VARIES 5'-O• TO 13'-e•
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Florida License #64608
END ELEVATION END ELEVATION
WITHOUT DOOR WITH GARAGE DOOR
FLOOR JOIST. 4F SCHEDULE FOR 5�
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