HomeMy WebLinkAboutConstruction Plans' SETUP 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 DRILLEf
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
S-6"
13'-8"
280
3'-6"
240
3-0"
10'-.0"
200
3-0"
B'-0"
160
3 6"
6'-0"
120
3-0"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
1-10}"
1'-10}"
1'-1q"
11'-8"
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.
RECEIVED
NOV 12 7020
mitting Department
St. Lucie County
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)4"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 DIMENSIONSrMAX.
LOAD*
MATERIAL
I
2"x8"x16"
78LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
4"x8"x16"
00LBS
CO CREPE BLOCK QUALITY
CEMENT AND SAND MIX
16"x16"
50LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LBS
CO CREPE 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'-e" AND 13'-e" 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, II, III, OR IV
11'-8"
SW/DW
6.00/480
0" TO 6"
6'-0"
25581-9
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
8'-0"
SW
4.00/320
0" TO 6"
6'-0"
2029LB
I, II, III, OR IV
I 2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
0" TO 6"
6'-0"
16581-8
I, H. III, OR IV
1866LEI
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
0'-0" TO S-Or
10'-0"
11'-8"
6.00
208
0'-0" TO 3'-0"
10'-0"
k_5
! 174
U,-0`TOV 3
11 OjyhOi-- .- i - -1
8'-0"
4.00
138
0'-0" TO 3'-0"
10'-0"
6'-0"
3.00
104
V-0" TO 3'-0"
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW°
UPLIFT (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
20'-0"
1 10.00
1 400
1 0'-0" TO 3'-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 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.
_ r
'�' �'�- •----N�..sF_°
Rs a7f
2"x2" GALVANIZED WASHER
2 x2' GALVANIZED WASHER^'r`O�Y,� rimj'�y'�, T}h°', - H�
WITH 1/2 NUT y R7�ii'�lts°. -= "'"r .i
WITH 1/2" NUT
1/2" THREADED ROD
OPTIONAL FOR "HIGH SET"
NOTCH OR COUNTERSINK BOLT
J1%2" THREADED ROD; .,, -- z;b
r�
EYES BOLTED TOGETHER WITH 1/2'x2"
THRU 2"x4" BOTTOM PLATE
OfpTIONAL�IF,ORY"HIG4 Eai'„ '--, -.s.
BOLT & NUT WITH (2)2'x2" GALVANIZED
1/2" COUPLER
2'x4' BOTTOM PLATE NAILED
el-: _
- 2 COUPLER ra �i _. _
P/2 x12 r FORGEEYEBOLTe
WASHERS 2.000LB SHEAR CAPACITY)
(
_
MIN.
1/2"x5" (400 LB.) CONCRETE
WEDGE ANCHOR INTO SLAB
TO 2'x6P.T. BASE "
MIN.
rr'a
o .
4 � " _� � .� �' -.
•
�
n"
< � < �
THRU 2"x4' P.T. BOTTOM PLATE
SEE G
( TABLE 1 FOR SPACING)
1°---'---�-
EYES (BOLTED�jyT4gHERJJWiTH�1`/2 x2
BOLT &° NUT iWITH (2)2rx2 GALVANIZED TYPE' 1°�I' 1'� I tOR NV:PAD,'.(�1IITH
BLOCKING AS REQUIRE64(SEE TABLE 3).
WASHERS (2000L'B"SHEAR CAPACITY) = �:_, r3-1�,,,- a.._
,
1/2"x3" (400 LB.)
CONCRETE WEDGE ANCHOR
(SEE TABLE 1 FOR SPACING)
SIMPSON
CUP
A-24 CONCRETE SLAB BY OTHERS THROUGH
OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
30-, II�RTH�,y;Ar„UGER LANCHOR-
(SEE�TABLE Z FOR SPACING) k
">�" '
SHED W1TH�.SKID+o1_ i
SHED WITH SKID
SHED
,
WITH NO FLOOR' OPTION
-+L.Q�'�--
"T- PAD OR BLOCKIN
ANCHORED
TO CONCRETE
ANCHORED
TO CONCRETE
TIE
-DOWN
DETAILS
CODE VERSION
FBC 2017 eth Edmon, ASCE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
IUF cR11RED 000011G
RESN U STORAGE
CONSTRUCTION TYPE
V-e
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
I
BASIC WIND SPEED
V-1somph
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
2OPSF OR 3001be
FLOOR DEAD LOAD
8PSF
FLOOR LIVE LOAD
STD. 75PSF - 125PSF OPT.
'R' RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
LF55 THAN 720 SQFT.
REVISIONS
REV
DESCRIPTON I
DATE
BY
1
2017 FBC
11/12/171
MTB
�i 2
GROUND ANCHOR V AF.G MAX. ANCHOR EXRFNS N
5/26/18
WM
(f) _,_ MTB
Q Date:
LJJ 4/26/16
= Scale:
N/A
odel
Li ALL
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 1016.22.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
O
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0 2/5/20
J Matthew T. BQIdWin :E
Q otida Lic---ej6461)8
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2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-B-180-C Side Wall Header Schedule 1180C) End Wall Header Schedule (180C) ,�
Size S Fasteners w/o stra - �•
-f pan NJ(b}
Building Width p
(d} Max. > t
(each end)(c) -
D4 ALUMINUM ROOF SHEATHING Size Up to 14' Wide Fasteners w/ strap 1-2"x4" 6'-0• 0 4-3' x 0.131' nails
•_O•( Max. Span NJ{b} (each end) 2_2-1c4°(c) 9'-0' 0(d} 6-3• x 0.131• nails---�`------�"-`"-'�
14"x4" 5-0" 1 0 3 - 3• x 0 131 • nails a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
rn
ro
M
1
0
1x4
RUNNERS
0
on
END W
TRUSS
2"x4' TRUSS
® 24" O.C.
MAX.
4•x4• v2°xW &-O" 1 6 - 3' x 0.131" nails b. NJ - Number ofjack studs required to support each end.
c. Laid flat 7
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. -
d. No Jack studs, but a(6 studs laid flat. 1
b. NJ -Number ofjack studs required to support each end. 1
c. Window header for window openings that haw more than 50% combined stud wall above l
and below, otherwise use door header schedule.
1. SEE FASTENER SpODUIE FOR ARE IItdJE1T5,
d. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4" P.T. 2. SEE
3. READ(:( sa(enulE COIIFFqqtt�
1yp�� ER FIVE RNED 6oX OR WALL FTWINC ABOVE
e. The header can be attached to the top plate and thus have the combined strength BEAW, OTHEI aE REFER TO DOOR xFAOFRs CODE INFORMATION
equivalent and use the maximum span stated. CODE VERSION F1420117 B°" 1� �-T•
MANUFACTURER SUPERIOR SHEDS
SALL TUDS BUILDING TYPE MoE4ru ED BtISTnRADE
CONSTRUCTION TYPE V-B
SINGLE Y:4'
i-EXTERIOR
THING HER FlRE PROTECTION NONE
SHEAFIRE SUPPRESSION SYSTEM NONE
(2) 21,4• WTn( 1/2' PLYWOOD
i OR OSe F°1m OR 2'.r OCCUPANCY sroRAGE
I 12"•12" OR te•.4" BETWEEN 4•.4' ALLOWABLE NUMBER OF STORIES 1
Toffs Tl MVENT IS RED
c AS 12` MAx BASIC WIND SPIED v.-180ngh
(AWUFACNRE6
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & °(POSD(E r
(OPTIONAL & DOORS DOOR 6' WIDE OR LESS 4"x4" 2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/- 0.18
IMPORTANCE FACTOR 1.15
G.F.I. �T OTESROOF DEAD LOAD IOF5F
OUTLET N-OPnONAL ELECTRIC ROOF LIVE LOAD
30PSF OR 3DRb POINT LOAD
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE tTor"_Z.rueenu:e.nc FLOOR DEAD LOAD fogs
N T�rruc uxx.w^u as
t L -ENCASE IN ALL METAL BOXES. William E. Neary, III FLOOR LIVE LOAD STD. 75PSF - 126PSF OPr.
DESIGN PRESSURES
SOURCE tl
L
SMP-SI, SfYid9, ICC SiB5040
'R' RATING
N/A
ROOF ROOF
FRAMING PLAN
WIRING DIAGRAM
SD5LGotha, eorida .te Te�:e
of WALLS FLOOR Roof
MODULES PER BUILDING
1
+27.8 -94.7
(OPTIONAL)
Gotha, Florida 34734
HURRICANE PROTECTION USAGE
No
ILLS/DOORS/WINDOWS +32.6/-29.2
HURRICANE SHELTER USAGE
No
NITE1( OR ALPINE 2'0•
END WALL
•p0DT1 WNDOW LOCATIONS VARY
SQUARE FOOTAGE
719 SOFT. OR LESS
OR EnuA.
REVISIONS
2'`( oouul
LIRE( a+ ALINE 2'
OR Fnua
DETAIL
REV
DESCRIPTON
DATE
BY
i
�
OPTIONS
SHEATHHINNGOOP
i
DER
12. 11Ax.SEE
IAAx
u STUD; I of
DETAIL
1.4 RNSO
ON INSmE
i
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MTB
2.4 D�0 0
E1♦oBL
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WAUS
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Z
12/12/17
END WALL
0-
Seale:
I
N/A
2.4 STUDS o
2a4 SOLE PLATE
L
to -1
ode :
2t ac NAx
FLOOR FRWNG
Z
SS-B-180C
2"SOLEPLATE
2:4 sole PLATE
a �
1. M PLANS ARE NOT PART OF THIS PLAN SET AND ARE
FLOOR FRAYNC
Ll
LJ_I
GDVFRNED Br L1xN. JURISDICTION.
STUDS SECURED ro SOLE PLATE
(y f -J
2 TNIS BULLING R F1�T FROM 7HE FBC ENERGY CONSERVATION
CODE PER sE111 1016.2P.
= x
=
AND FLOOR FRAMING WOH 0.03°•
(1'n"'h12' STRAP W/6-10d wets STANDARD WALL DETAIL
NotE tWA11 FR"G 1�40ERS ARE CONTINUOUS FROM
3 REFER ro 71E- DETAILS FORPROPER NSuuAnaN
RFauG(E4ENTs ro caDE.
LJ LJ
LJ
LJ
oR EQUAL WITH
DOOR & WINDOW OPTIONS
*ROOF H DERE W Mt]1�56 A
CONTINUOUS LOAD TO
O
4. AS N� RAFTERS, TRUSSES, Err. ARE 2.4 }2 �F, EXCEPT
VARIES 6'-0' TO 1S-e'
AiaES 6'-0• TO 13'-e"
FLOOR' PI.AV U
Nor CONnNWUs, SHELT fJ TAL Ps, IDS, OR CUPS
BE WED GALVANIZEDSTEEL � NOT LESS
U
6. STRUCTURES GYM 400 SQ FT. WILL HAVE AN BO• UINOIUW
ELEVATION CROSS-SECTION
END ELEVATION
4'.4• PT. ATrAo® WTH
- 3/4' P.T. PLYWOOD
- 3/4• TAG
�0, NOU &
W
DOOR
6. ,.unETs ro BE UISTAUID ON -SITE 9Y oiRE(s 7t6tU LOCAL
TYPICAL ARCH FRAME
WITH DOOR
H24 OR EWNAI}M. SEE
TARE 2 FOR (xuNmY AND
SPACING.
- 3/4• P.T. T&G
'-0'
(L'I
7 CODES. BOWS AND BOOTS TO MEET THE IJ(wMUM SPECIn DNS
IAA1L
v
AS PER FLORIDA BUILDING CODE
'.
& FIAT ILETAL STRAPS CAN RE BENT AROUND STRUCTURAL ZBERS
OF, WALL STUDS. TRUSSES, CHORDS, ETC. ro HELP SECURE THESE
rj��V2' 0 4A7C
(2� Yd' tAm FIAT
rr rOI
SHED WIDTH
13'-6•
8 --0•
TABLE
2
>Q
x3
Z
0
(L
i1719EFS; PROYIOED 7FUT TI£ ADDED BEND DOES NOL INTEifERE
ANY EO$n! C BRAIDS E DS 1! T1ff STRAP.
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FLOOR FHAIING
SPACING. FOR QUANTITY AND
�i •••••....... ... •••^\V `�
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END ELEVATION END ELEVATION
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Florida license #64608
Sheet SSB-1 OF 1
WITHOUT DOOR WITH GARAGE DOOR
FlDDR JOIST. SEE SCHEDULE FOR SIM
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FLOOR FRAMING PLAN
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