HomeMy WebLinkAboutConstruction PlansSETUP 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 CORRECF
SPACING (SEE TABLE 3).
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLEC
THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OP ZONAL
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 ITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOA SST. LL
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR A
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-T
11'-8"
240
S-6"
10'-0"
200
S-e
8'-0"
160
S-r
6'-0"
120
S-r
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
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.
Al
U G 2 6 A".
County,
GRADE.
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 (1j "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
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16%16"
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LBS
CONCRETE BLOCK QU LITY
CEMENT AND SAND MIX
* BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x167 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"
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.
255BLB
I, II, III, OR IV
2558LB
I, II, III, OR N
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
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
0" TO 6"
1 6'-0"
1650L13
I, II, III, OR IV
118661-8
I, II, III, OR N
* 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.
P �XV
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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***
'I S-8"
7.00�,
243
0'-0" TO S-0"^--
1
208-
10'-0"
5.00
174
0'-0" TO S-O"
10'-0"
8'-0"
4.00
138
0'-0" TO 3'-0"
10'-0"
6'-0"
3.00
104
0'-0" 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 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.
jF 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.
3.�
FILE C0131Y
2"x2" GALVANIZED WASHER
2"x2" GALVANIZED WASHER '+s:
WITH 1/2" NUT
1/2" THREADED ROD
OPTIONAL FOR "HIGH SET'
WITH 1/2" NUT »'
NOTCH COUNTERSINK BOLT
1/2' THREADED ROD ' `
OPTIONAL FOR 'HIGH SET' yr� ;ty'
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH (2)2"x2' GALVANIZED
1/2" COUPLER
"
THRU 2°x4' BOTTOM PLATE
BOTTOM PLATE NAILED
1/2" COUPLER S= ' /
Ir r
WASHERS (2.000LB SHEAR CAPACITY)To
-
1/2"x5" (400 LB.) CONCRETE
TO 2'x6" P.T. BASE
2
1/2"x12" FORGED EYEBOLT 'n f-- I' d
�
�` MIN.
a a e°
WEDGE ANCHOR INTO SLAB
THRU 2"x4" P.T. BOTTOM PLATE
-
MIN.
J .t r, v
o
EYES BOLTED TOGETHER WITH 1/2"x2 ,M4= •,.F
d.
(SEE TABIF 1 FOR SPACING)
b------- --
BOLT & NUT WITH (2)2'x2" GALVANIZED: a v.a N?�I,, II rlll, OR IV PAD WITH
BLOCKI G AS REQUIRED (SEE TABLE 3).
WASHERS (2.000LB SHEAR CAPACITY)p �+ r-
L.s a ✓� .£�.
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 ANCHOR
(SEE TABLE 4 FOR SPACING)py`'c
'NO
�HED�,SWITM SKID
SHED WITH SKID
SHED
WITH FLOOR' OPTION
TO PAD-'�,(jR BLGKK NG
ANCHORED
TO CONCRETE
ANCHORED
TO CONCRETE
IV
TIE -DOWN
DETAILS
CODE VERSION
FBC 2017 eth ECHian, ASGE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
1UF RED BUODI IG
RESIDM u sroRAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
I
BASIC WIND SPEED
V-180mph
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
LIS
ROOF DEAD LOAD
IOPSF
ROOF LIYE LOAD
2OPSF OR 3001bp
FLOOR DEAD LOAD
8PSF
FLOOR UVE LOAD
SOL 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
LESS THAN 720 SOFT.
REVISIONS
t 2017 FBC fl/12/1171 A
2 1 GROUND ANCHOR 6" AF.G MAX, ANCHOR EXTENSION jr,/2ellal Wm 11
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GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
1015.22.
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
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2/5/20
Matthew T BOIdWinsB{
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Sheet; AD-1- OFj 1
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2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-B-i 80-C Size{d} Max. Span NJ{b} Fasteners w/o strap
Building Width (each endxc}'
D4 ALUMINUM ROOF SHEATHING Fasteners w/ strap"
Size Up to 14' Wide 1-Tx4" 9-0" 0 4-3" x 0.131• nails ' .:-......._„_....................... .......-..........__._............._:.:....�
M (each end) 2T 4" 91-0• d 6-3"x0131• 'Is =' 4'
D -0 MAX.
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TRUSS
TRUSS
® 24" O.C.
MAX.
DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
+27.8 -94.7
ALLS/DOORS/ INDOWS
+32.5/-29.2
ax. Span NJ(b} x 'C' D{ } HILL
1.4'x4" 6'-0" 0 3 - 3" x 0.131 • nails a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
4"x4• v✓2"x4" F-9. 1 6 - Y x 0.131' nails b. NJ - Number of jack studs required to support each end.
a. Tabulated values are for No. 2 grade Sprunp Pine -Fir lumber. c. Laid flat - I
�.
b. NJ - Number ofjack studs required to support each end. d. No Jack studs, but 2x6 studs laid flat. -^ N
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c. Window header for window openings that have more than 50% combined stud wall above + „'
and below, otherwise use door header schedule. E
S: SCHEDULE FOR HRA���,(rARE r�QyIRE�MENIS, ..>. d. See header details for aRemate layouts, i.e. 2 7'x4" or 4"x4" P.T. onIONAI.IA;", 0THAVE EFEtn BOO ar EADE WALL FRAMEtG N3WE.e. The header can be attached to the top plate and thus have the combined strength .. oTItRWISE REFER TD DOOR IHFAOQS. CODE INFORMATION
equivalent and use the maximum span stated. CODE VERSION FB 2� 6M EJRim. ASCE-7
MANUFACTURER SUPERIOR SHEDS
STUDSWALL i OBUILDING TYPE SDED BIroE
coNsTRucnoN TYPE v-B
l i i i EXTERIOR HEADER Y:4• FIRE PROTECTIONSHEATHINNONE
I I FIRE SUPPRESSION SYSTEM NONE
' I l (21 2•x4• *rTH 1/2' PLYWOOD
l i - OR OSS FILLER OR (1)4'.4• 2i4• OCCUPANCY STORAGE
I ,ALLY OR 16vEdN•rBLTWECU
4'.{' ALLOWABLE NUMBER OF STORIES 1
Oros Itc sA PER ��hi2` MAX. BASIC KIND SPEED vr-teanPn
NANuFA°nrRERS N.CTIONS
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE c
(OPTIONAL) & DOORS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/- 0.18
IMPORTANCE FACTOR 1.15
G.F.I. �-F ROOF DEAD LOAD ,OPg
OUTLET CABLE.
ELECTRIC ROOF LIVE LOAD 3OPSF OR dopy POINT LOAD
^L^ i-rnPFEkri.YEEA:G. flf FLOOR DEAD LOAD 10PSF
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. —T ^7—sr;:u��uan�errc.m
SOURCE N I L -ENCASE IN ALL METAL BOXES. William E. Neary, HI FLOOR LIVE LOAD STD 76PW - MPSF OPr.
L OL SNIP-51, SMI-79, ICC 5185040
'R• RATING OF WAILS FLOOR, ROOF WA
WIRING DIAGRAM 105490aivier.•Poirte Te ra_�
(OPTIONAL)Gotha, Florida 34734 MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
E`..
-
HURRICANE SHELTER USAGE
NO
WrER OR ALPINE 255'
END WALL'
•DOOR & "DOW LOCATIONS VARY
SQUARE FOOTAGE
719 Satz. OR LESS
OR E°UAL
REVISIONS
Y.{• OOLA"
khFEX OR ALPINE z•�
DETAIL
REV
DESCRIPTON
DATE
BY
OR COUAL
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2"
DETAIL.
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Drawn By.
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Date:
12/12/17
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Scala:
N/A
STUDSMAx0..
z.4 SOLE PLATE
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FLOOR FRAMING
SS-B-180C
2.4 SOLE RAZE
2.4 SOLE PLATE
LLJ
1. FO DAMON PLANS ARE NOT PART OF THIS PLAN SET AND ARE
RDOIt F1tAMING
GOVMED Err LOCAL JURISDICTION.
STUDS SECURED 70 SOLE RATE
J
2. THIS BUILDING IS ExE1/PT FROM THE FBC EN'SW CONSERVATION
LODE PER SECTIO 1016.22.
x
x
x
x
AND FLOOR FRAMING WmH 0.ON'
(Imm):12' STRAP W/B-10d NAILS STANDARD WALL DETAIL
NOTE. WAu FHA1,6Nc AIf11BEis ARE CONTINUOUS FROM
Q
3. REFER TO TIE- DEU65 FOR PROPER DHSTAWITION
REDUIREI/FNIS To CODE
LJ LJ
LJ
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Oft EQUAL
FLOOR SWATHING. WITH DOOR & WINDOW OPTIONS
FOUNDATION sILL To ROOF AND sacunm FNSUfaE A
CONTINUOUS LOAD PATH. WHERE WML MOASERs Ar£
O
4. ALL STUDS. RAFTERS, TRUSSES. ETC. ARE 2i4 /2 SPF, ExCEPr
As NOrm.
ORES
6'-0' ro 13'-e•
AtaEs 6'-0• R) tS-e•
- 3/4• PLYWOOD
NOT CONTINWUS, SHEET MEW. PS OR CLIPS
SFWL EE FORMED OF GALVAN® STEEL OF LESS
(�
6. STRUCTURES OVER 400 �. FT. WILL HAVE AN 80' MINIMUM
ELEVATION
CROSS-SECTION
END ELEVATION
P.T. ATTACHED WmH
- 3/4' P.T. PLYWOOD
- 3/4• T&G
Nor
THAN O.U{0• NoM NAL TIOCxNESS.
LLI
DOOR
6. TO BE INSTALLED ON -SITE m OTHERS THRU LOCAL
TYPICAL
ARCH FRAME
WITH DOOR
H24
HZOR EF9V%W SEE
TABLE G FOR QUANIRY AND
- 3/4• P.T. T&G
LLJ
CGUTTES
7. ALLWINDOWS AND DOORS TD MEET THE .WNIMUM sPECIRCATONS
f/) 0
As PER FLORIDA BUILDING CODE
�-
EL FLAT METAL. STRAPS CJVI BE BEM MOUND SDRICn1RAL MEMBERS
OF 1�fNL 51UD5, TRUSSES, ptORDs. L'iC. 70 HELP SECIAtE THESE
24' O (zl Yx4• LAID RAT
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Florida License #64608
AEHEs 6'-O• TD ,sue• MILES 6'-O• To ,a' Sr
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