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 CHORI G TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
3-0"
13'-8"
280
S-6"
i l'-8"
240
S-e
10.-0.,
200
S-r
8'-0"
160
S_r
6'-0'
120
S-T
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
11'-a"
2'-8"
6'-4"
-
10"-0"
V-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.
s �30" AUGER ANCHORS
rr(4 900LB), s
`!INSTALLED .0Ifk MANUFACTURERS `
�INSTRUCT(ONSj�tYELET A
r �'�
MAXIMUM OF 6,"j�A'BOV GRADE.
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 (I)J%44"
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"x8"x16"
1778LBS
CO CREPE BLOCK QUAUiY
CEMENT AND SAND MIX
II
4"xB"06"
3500LBS
CO RCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"xt6"
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LB3
CO CRETE BLOCK QUZfF
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. ASS PADS REQUIRED ON 11'-8" AND 13'-S' 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"
1936LB
I, II, III, OR IV
1879LB
I, II, III, OR IV
i l'-8"
SW/DW
6.00/480
0" 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"
24COLB
I, II, III, OR IV
2400LB
I, II, III, OR IV
8'-0"
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"
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*
UPLIFT (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
13'-8"
7.00
243
d-O" TO S-cr
10'-0"
1-
7,6.00 .
w a;
0tea-0-00TO
10'-0"
10'-0"
5.00
174
U-d' TO S-0"
10'-0"
8'-0"
4.00
138
0'-0" TO 3'-0'
10'-0"
6'-0"
3.00
104
d-d' TO S-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
0'-0" TO S-O-
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
�J
)f
WITH 1/2" NUT
1/2" THREADED ROD
WITH 1/2' NUT
d
I
OPTIONAL FOR "HIGH SET"
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD
OPTIONAL FOR 'HIGH SE%°--,.
y
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH (2)2'x2' GALVANIZEDCOUPLER
THRU 2"x4' BOTTOM PLATE
1/2" COUPLER -
a Ls
WASHERS (2.000L9 SHEAR CAPACITY)
_:
RETE
1/WEDGE
TO 2'x6o P M RISE
1/2"x12" FORGED EYEBOLT
^q_
'Ct'.
c .
^ MIN.
e _T
ANCHO400 R INTOCSLAB
THRU2"x4' P.T. BOTTOM PLATE
MIN.
%c
EYES BOLTED TOGETHER WITH 1/2'x2' J
,1
_
(SEE TA
(SEE 1 FOR SPACING)
e------ A ----
BOLT & NUT WITH (2)2"x2" GALVANIZED
j
WASHERS (2.000LB SHEAR CAPACITY),
t-eTYP€"J„ II; III, OR IV PAD WITH
�BCOCKING AS REQUIRED (SEE TABLE 3).
1/2"x3" (400 LB.)
CONCRETE WEDGE ANCHOR
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CUP OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
If -'
30" EARTH AUGER ANCHOR
_
(SEE TABLE 1 FOR SPACING)
(SEE TABLE 4 FOR SPACING) ;
SHED
WITH SKID-
SHED
WITH SKID
SHED
WITH ENO FLOOR' OPTION
TO PAD
OR BLOCKING
ANCHORED
TO CONCRETE
ANCHORED
TO CONCRETE
TIE -DOWN
DETAILS
CODE VERSION
FBC 2017 eth EdM-. ASCE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
i F RED BIIILDI iG
RESmr u STORAGE
CONSTRUCTION TYPE
V-e
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vr180mph
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.16
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
2OPSF OR 3O01e"
FLOOR DEAD LOAD
8PSF
FLOOR LIVE LOAD
SID. 76PS' - 125PSF OPT.
'R' RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
LESS THAN 720 SOFT.
1 2017 FBC ../.y�. Mltl
2 OROUNO ANCHOR 6' AFG MAX, ANCHOR MENSION 6/28/16 MIe
(I) MTB
Q Date:
LL 4/26/16
Seale:
(n odel N A
LLJ ALL
GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
L1_I 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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2/5/20
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Florida License #6,
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Sheet: AD-1 OF
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-B-180-C Side Wall Header Schedule 080C) End Wall Header Schedule (180C) r b"
Fasteners w/o strap ��
BuildingWidth Size(d) Max. Span NJ(b}
D4 ALUMINUM ROOF SHEATHING r:
SizeUp to 14' Wide Fasteners w/ strap (each end)(c}110-0
1-Tx4' 6 0 0 4-3" x 0.131' nails -
(each end) -- .
0'-0" MAX. Max. Span NJ{b} 2-2x4"(c) 9-(r I Did) I 6-3"x0.131•nails
1-0"x4" 6-0" 0 3 - 3• x 0 131• nails a. Tabulated Values are for No. 2 grade Spruce -Pine -Fir lumber.
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1
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1x4
RUNNERS
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41
END WA IT
TRUSS
2"x4" TRUSS
® 24" O.C.
MAX.
b. NJ - Number ofjack studs required to support each end. ;
4'x4' w2-x4" 8'-0" 1 6 - 3• x 0.131" nails c. Laid flat
a. Tabulated Values are for No. 2 grade Spruce -Pine -Fir lumber.....
b. NJ -Number ofjack studs required to support each end. d. No Jack studs, but 2x6 studs laid flat.
_,
c. Window header for window openings that hate more than 50% combined stud wall above ;
and below, otherwise use door header schedule.
1. SEE FASTENER SCHEDULE FOR HAR67MARE IREIIENIS,
d. See header details for altemate layouts, i.e. 2 2"x4" or 4"x4" P.T. z sEE sataXlLEING ABOVE
AOD IN n 1-
e. The header can be attached to the top plate and thus hate the combined strength a.
N�D DOOR °xxF��
CODE INFORMATION
equivalent and use the maximum span stated. CODE VERSION FBC 2O17 6th Edb" Ate''
solo RE:
MANUFACTURER SUPEROR SHEDS
WALL
Snore I i BUILDING TYPE uF RED BUILD G
RFSIDFMIAL IA STORAGE
coNsTRucnaN TYPE v-e
l j i i SHFATIONG HEMMER 2•x4• FIRE PROTECTION NONE
II i (2) 27W *TH 1/2• PLYWOOD FIRE SUPPRESSION SYSTEM NONE
OR OSB FILLER OR (1)t'x4• 2'IW OCCUPANCY STORAGE
I 12'xl2. OR 16-x4' BETWEEN 414• ALLOWABLE NUMBER OF STORIES
1
orosaEAix°SiNc As PEVENT n SECURED
h12' MAX. BASIC WIND SPEED Vr1BOmph
MANUFACNRERS t(STRUCDONs Ur
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE C
IOPTIONALL & DOORS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" ENCLOSURE ENCIDsm
INTERNAL PRESSURE COEFFICIENT +/- 0.18
IMPORTANCE FACTOR 1.15
G.F.I. �i- ROOF DEAD LOAD 1OPSF
NOTES -OPTIONAL ELECTRIC ROOF LIVE LOAD 3OPSF OR 30011, POINT LOAD
OUTLET T "L NFeur,IVFFnI c. [,LC FLOOR DEAD LOAD IOPSF
N -ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. '- s xu"vIwL4 cwiru
I L -ENCASE IN ALL METAL BOXES. William E. Neary, III FLOOR LIVE LOAD STD. 75PSF - 125PSF OPr.
DESIGN PRESSURES
SOURCE IF
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SNIP-SL, Sh1!-79, ICC3iP5040
•R•
ROOF +27.8 -94.7 ROOF
FRAMING PLAN
WIRING DIAGRAM
L06490a!nrian Pointe Terce
RATING OF WALLS, FLOOR ROOF
N/A
MODULES PER BUILDING
I
WALLS/DOORS/WINDOWS t32.6/-29.2
(OPTIONAL)
Gotha, Florida 34734
}
HURRICANE PROTECTION USAGE
No
HURRICANE SHELTER USAGE
No
ALPINE 2W
END Wes' --
-DOOR & WNDOW LOCATIONS VARY
SQUARE FOOTAGE
719 SOFT. OR LESS
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REVISIONS
2'x4. O0LLA'
Mmx OR ALPINE 2•x
REV
DESCRIPTON
DATE
BY
OR ex1AL
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Date:
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12/12/17
END *ALL
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2" STUDS O
11
2x4 SOLE PLATE
(n
Model#:
2x4 SOLE PLATE
L4 SOLE PLATE
T.
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24. or- MAx.
FLOOR FRAMING
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F.W.ED
FLOOR FRAMING
w
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MUDS SECURED TO SOLE PLATE
LLI J
2. THIS BIIILDRNc R FJG1APf FROM THE FBC FJIER4T CONSERVATION
CODE PER SET- 1015.22.
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(A1 D FFLOIOOR FRAMING W��1139"
W/ STANDARD WALL DETAIL
NOTE, WALL FRAMING MEMeErs ARE coknNuaLrs FROM
Q
i REFER TO TIE- DEdILS FOR PROPER INSTALLATION
REQUIREMENTS; TO EEr cow
-
OR EQUAL
FLOOR SHERHIN� WITH
DOOR & WINDOW OPTIONS
FOUNDATION SILL TO ROOF AND SECUREnTp ENSUTE A
CONTINUOUS lDAO PATH. WHLRE Wty�AA(LLL NL]I9ER5 ARE
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4. All SNDS. RAFLQS, TRUSSM ETC. AM 2x4 #2 SPF, EXCEPT
As NRD.
VARIES 6'-0' TO 13'�-
VARIES 6'-0- TO 13'-8'
- 3/4• PLYWOOD
NOT CONTINUOUS, SHEET METAL CAMPS, TES, OR CLIPS
SHALL BE FORMED OF GALVANIZED SLED. OF Or LESS
(n U
& STRUCTURES OVER 400 SQ. FT. WILL HAVE AN SO- MINIMUM
ELEVATION CROSS—SECTION
END ELEVATION
4•x4• P.T. ATTACKED WSE
H24 OR BRUNALF?ir. SEE
- 3/4- P.T- PLYWOOD
- 3/4• T&G
THAN 0040• NOMINAL TEOCIDIESS
W
DOOR
6. GUTTERS 70 � INSTALLED ON-SILE BY OTHERS TFO2U L001L,
TYPICAL ARCH FRAME
WITH DOOR
TABLE 2 FOR OIIANTTTY AND
- 3/4- P.T. T&G
MAX.
W
7 Es. DOOM MEET THE MINIMUM CATIONS
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AS PER FLORIDA BUILDING CODE
8. FIAT METAL S7TtAP5 CAt1 DE REM AROUND STRUCTURAL MEMBERS
�_
I WALL SrUDS. TRussES. CLORW, LTC. 70 HELP SECURE THESE
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WITHOUT DOOR WITH GARAGE DOOR
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