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 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 CHORING TO CONCRETE
SHED WIDTH
UPUFT _(PLF)
ANCHOR SPACING
20'-0"
400
3-0"
13'-8"
280
11 '-8"
240
10'-0"
200
3 6
8'-0..
160
3-0
6'-0"
120
3-0"
TABLE 2
SKID RU NER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
1'-1q"
1'-10i"
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'-B" WIDE SHEDS HAVE (4) SETS OF SKIDS.
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)%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
CONCRETE BLOCK QAUTY
CEMENT AND SAND MIX
II
4"xW'06"
3500LBS
CO BLOCK QUALITY
CEMEENTNT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LBS
CO CRETE BLOCK QUALITY
CEMENT AND SAND .MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICA!)
NOTES
1. HOLLOW OR SOLD CONCRETE BLOCKS (8"x8'x16') MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON I V-B" AND 13'-B" 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"
19361_8
I, II, III, OR IV
1879LB
I, II. III, OR IV
11'-8"
SW/DW
6.00/480
0" TO 6"
6'-0"
25581_8
I, II, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"
W-0"
2400LB
1, 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"
165BL8
I, 11. III, OR IV
1856LB
I, 11, 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-O"
10'-0"
11'-8"
6.00
208
U-0" TO 3'-0"
10'-0"
No,
5:OOk-N174
-0-0rT0R3-0
e 10'-0
8'-0'-
4.00
138
0'-0"sTo 3'-0"
10'-0"
6'-0"
3.00
104
U-e TO 3'-O"
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.
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.
`�tJ
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
1/2" THREADED ROD
2 x2 GALVANIZED WASHER S'IY
OPTIONAL FOR "HIGH SET'
NOTCH OR COUNTERSINK BOLT
1/2" THREADED.ROD 4
OPTIONAL FOR HIGH SET' 1�Y..� Tr
-.3 fr -tom_
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH (2)2"x2' GALVANIZED
1 2" COUPLER
/
THRU 2"x4" BOTTOM PLATE
COUPLER �-- - 4r
WASHERS (2.000LB SHEAR CAPACITY)
:_:
2"xa" BorroM PLATE NAILED
TO 2%6" P.T. BASE
-. V - O - YE 0. ` ��'�
i"----1/2ex1�2 FORGED EYEBOLT �aa
. :.
" MIN.
' ° '. °
RETE
1/WEDGE4ANCHO00 R IWOCSLABliv
THRUW2 x4" P.T. BOTTOM PLATE---Y---
----- --�4" MIN.
Z"
,,.` _ Tom,
WITH2"x2
c
.
(SEE TABLE 1 FOR SPACING)
--�
- -----
EYES BOLTED TOGfZFIFR
BOLT & NUT'�WITH�('2 z2 GALVANIZED - ---. TYPE'=1'L11. ill, 40R N PAD WITH
WASHERS(Y 0 LB SHEAR CAPACITY BLO'CKIG AStREOUIRED (SEE TABLE 3).
1 2"x3" (400 LB.)
CONCRETE WEDGE ANCHOR
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CLIP OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
A
(SEE TABLE 1 FOR SPACING)
30 EARTH AUGER'�ANCHOR ,� ,--..r':
(SEE TaelEr FOR sPAclr)
�`
'ice
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
��-,SHED'�WITH�SKfDa �
ANCHORED
TO CONCRETE
ANCHORED
TO CONCRETE
�TO�-PAD�OR�B'LOCKiNG_
TIE
-DOWN
DETAILS
CODE VERSION
FOG 2017 Oth Edition, ASCE-7
MANUFACTURER
SUPERIOR WEDS
BUILDING TYPE
MANUFACTURED WILDING
RESIDENTIAL
ESIDM [AWN STORAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
V ie0moh
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
fOPSF
ROOF LIVE LOAD
2OPSF OR 3001be
FLOOR DEAD LOAD
8PSF
FLOOR LIVE LOAD
STD. 75PSF - 125PSF OFT.
"R" RATING OF WADS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
No
SQUARE FOOTAGE
LESS THAN 720 sO.FT.
REV I DESCRIPTON DATE I BY
1 2017 FBC 11/12/17 MTB
2 1 GROUND ANCHOR a AF.G MAx" ANCHOR DM4SION 6/26/18 W,TB
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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
1016.22.
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
2/5/20
a eW-T 4fn dP.E
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Sheet: AD-1 OF 1
End Wall Header Schedule (180C) 'l '
+r 2018-12-21' 'i IP LINE ENGINEERING APPROVAL AN #SS-B-180-C size Building
Up to g WSide Wall Header Schedule M80C) 1 Widthide :e(d) Max. Span NJ@) Fasteners w/o strap y
D4 ALUMINUM ROOF SHEATHING Fasteners w( strap (each endxc} k
'x4" 6-0' 0 4 - 3" x 0.131" nails _....... .............................. -�
0'-0• MAX. Max. Span NJ(b} (each end) 2-z'x4"(c) s' 0 D(d} 6 - 3" x 0.131' nails
1-0"x4" 6'-0" 0 3 - 3" x 0 131° nails a. Tabulated valuesare for No. 2 grade Spruce -Pine -Fir lumber.
cc
I2
O
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RUNNERS
0
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END WA
TRUSS
2"x4" TRUSS
MAX O.C.
b. NJ - Number ofjack studs required to support each end.
4°x4' w2"x4" 8'-0" 1 16 - 3° x 0.131" nails c. Laid flat
a. Tabulated values are for No. 2 grade Spruce Pine Fir lumber.
d. No Jack studs, but 2x6 studs laid flat. i f
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 r
and below, otherwise use door header schedule.
1. SEE FWMER SCHEDULE FOR HARDWARE I�REVEN S,
d. See header details for aRemate layouts, i.e. 2-2"x4" or 4"x4" P.T. z SEE sa UE FFoopry� ADDnTOt41L NFqtW ".
3. HEAOErS HAVE calArTINED Ow OR YOFE WALL FRAMNC ABOVE
e. The header can be attached to the top plate and thus have the combined strength c. ME M,sE REFER TO DOOR HEADERS, CODE INFORMATION
equivalent and use the maximum span stated. CODE VERSION FB, 201177 6m EMI,Rsa-7
MANUFACTURER SUPERIOR SHEDS
WALL STUDS I BUILDING TYPE �p eul G
I
' CONSTRUCTION TYPE V-B
SINGLE i i i i �H �0 HFi1DER 2. 4• FIRE PROTECTION NONE
II i '� FIRE SUPPRESSION SYSTEM NONE
' i i ' i � (2) 2 i4' WmR 1/2' PLYWOOD
I I OR OSa FILLER OR (1)C"- '�-21.e OCCUPANCY STORAGE
' 12'x12' OR 16'x4• BETWEEN ALLOWABLE NUMBER OF STORIES 1
J- " WALL STUDS. VENT IS SECURED
ro SR+FATHNc AS PER 12' MAX BASIC WIND SPEED V� lBOmph
MANUFACNRQS NSfRUCTIONS
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE c
[;,OPTIONAL & DOORS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" ENCLOSURE ENCLOSE
INTERNAL PRESSURE COEFFICIENT +/- 0.18
IMPORTANCE FACTOR 1.15
G.F.I. �+ ROOF DEAD LOAD 10PSF
OUTLET NOTES -OPTIONAL ELECTRIC ROOF LIVE LOAD 3OPSF OR 300Ib POINT` LOAD
�[^ `�_T��(��)�r��1��1 %`I4I4L11'm. IC FLOOR DEAD LOAD IOPSF
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. �—Z•�����xntewx:Reai��"
SOURCE N T L -ENCASE IN ALL METAL BOXES. ' William E. Neary, In FLOOR LIVE LOAD Sm. 75PSF - 125PSF OW
DESIGN PRESSURES
L T L
SIVIP-51, sml-: 9, ICC 51850-40
•R' RATING OF WALLS FLOOR ROOF
N/A
ROOF
FRAMING PLAN
WIRING DIAGRAM
10649OakviewPoirteTe�te
MODULES PER BUILDING
1
ROOF +27.8 -94.7
(OPTIONAL)Gotha,
Florida 34734
PROTECTION USAGE
NO
ALLS/DOORS/WINDOWS t32.6/-29.2HURRICANE
HURRICANE SHELTER USAGE
No
MREYc OR ALPINE 215•
END WALL
-DOOR WINDOW Loc'noNs VARY
SQUARE FOOTAGE
719 so -Fr. OR LESS
OR EQUAL
REVISIONS
2•x4• COLLAR
R0) OR MANE 2-� '
11Fi10 DETAIL
REV
DESCRIPTO
DATE
BY
I/
� EnuA1
O
D4 ALUMINUM WALL
zzz
SHEATHING oFnoNs
FLIt�"FMER
z• MAY
/
3' MAY
22444 o.C.
�
1x4 RUNNER
ON INSDE
W
Z
Dm*n %r
MTB
z 4E; �° ON
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Z
Datc:
12/12/17
/
ENO WALL.
Q .-.
scale
N/A
STUDS
zx4 SOLE PLATE
Z
Model :
244 MAX
FTJ10R FRAMING
(
SS-B-180C
2x4 SOLE PLATE
2.4 SOLE PLATE
LUI
W
Mwnm 1. FOUNDATIO PLANS ARE Nor PART OF TH6 PLAN SET AND ARE
FLOOR FRAIINC
W
GOVERNED BY LOCAL JURIMICnON.
U
ALL STUDS SECURED TO SOLE PUTS
W J
2. THIS BLOLLRING IS D( MPT FROM THE FOG ENERGY CONSERVATION
CODE PER SECIIO 1018.22.
LxJ LJ
kJ
L!
AND FLOOR FW kW WITH 0.039'
O,Ian)Ytz- STRAP W/a-,oa NALts STANDARD
OR Wl1AL
WALL DETAIL
NaTE: WALL FTRWINC ME1,1eERS ARE CONTINUOUS FROM
FOUNMRON mu. ro ROOF AND A
~
Q
i WETO TIE- DETAILS FOR PROPER INSTALLATION
REQUIREMENTS ro CODE.
LLOOR y.�,TMNc WITH
DOOR & WINDOW OPTIONS
SELUFED Tp ENSURE
coNnNuous LOAD PAW WHERE 1l(y�AALLLL NEiRBERS ARE
~ O
4. ALL S1UOS. RAFTERS, TRUSSES, ETC. ARE 2x4 f2 SPF, EXCEPT`
As NONE.
ALRYES 6'-0' TO 13'$
ALtl6 6'-0' TO 1S-0'
- 3/4• PLYWOOD
NOT CONTINUOUS, SHEET METAL CLAMPS. TIES OR CLIPS
SHALL E OF CALVAN® SfEE1 OF }10r LF55
U
6. STRUCTURES OVER 400 50. Fr. WILL HAVE AN BO• MINIMUM
ELEVATION CROSS—SECTION
END ELEVATION
4:4 P.T. ATTACHED WM
- 3/4• P.T. PLYWOOD
- 3/4• T&G
THAN 061a' NOWWC1Qj�'
W
DOOR
6. GUTTERS TO BE INSTALLED ON-SRE BY OTHERS THRU LOCAL
TYPICAL ARCH FRAME
WITH DOOR
TAA�4 FOR a A mYANAND
- 3/4' P.T. T&G
� O
�E$
7. ALL WINDOWS AND DOORS TO MEET ME MINIMUM SPECIFICATIONS
-0• L
v Lt_
AS PER FLORIOA BUILDING CODE.
8. FLAT METAL STRIPS CAN SE MW AROUND STRUCTURAL MEMBERS
OF, WALL SUDS, TRUSSES, CHORDS. ETC, TO HERD SECURE THEE
•.•
7 `D MbLF1
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TAB LE
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AIERA6Eit5: PROVIDED THAT THE ADDED BEND DOES NOT LNTFRFDRE
A! BRAID:S Et DSIN
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10
• • \C ENSe ••••• •%
111�87
X-r
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-
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W-la•
-
6618-.r:'
6-O•
0'-10'
•I I •Vk= ke Rdl do W AET v COOM OF 004W
sea uAY ,ram rra s� wYc c9 ais o sas
LLJ
= N'
o
- - - 2d BLND
E'
ENDi
WALLS
n
V !
2.4 BLOaaNc
Q
-
g zxs• LAD FLATm
i
_
�•
24 P.T. ZC O.C. TYP.
¢! OFnoNk 125PSF O 16' O.C.
I
-�3 •• (V
TV. WM 3/4• T&G PLYBOARD
O '•• OFATE .• `
2x4SRNPE
4':4' P.T. ATTACHEDWH
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OR EQUIVALENT.N
TABLE 2 FORQUANIIIY AND
SPApiG.
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III'
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-
ARYEs s'-0 TD t3-0' ALOES 6'-0• TO 13'-B•
X t--- --- ---- ---- ---- -----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_- ---- ---- ---- ---- ---
- ---- --- ---- ---- --
(D
MattheW T. BaldWin P.E.
END ELEVATION END ELEVATION
Z
Florida License 64608
WITHOUT DOOR WITH GARAGE DOOR
FLOOR JOIST; SEE SCHEDULE FOR SIZE
R:}
(ONLY ON Tt"Aw
FLOOR FRAMING PLAN
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[Sheet- SS B— 1 OF 1