HomeMy WebLinkAboutMASTER PLANSETUP AND INSTALLATION OF SINGLE WIDE SHED
a -
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
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
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
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
3-6"
13'-8"
280
S-6"
11'-8"
240
S-6"
10'-0"
200
S-6"
8'-0"
160
S-6„
6'-0"
120
S-6"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
11'-8"
2'-8"
W-4"
-
10'-0"
V-7"
6'-10"
-
8'-0"
0'-9"
6'-6"
-
6'-01,
0'-101,
51"
-
*VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. 13'-B" WIDE SHEDS HAVE (4) SETS OF SKIDS.
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: ER THE TWO SECTIONS ARE CONNECTED AT THE LOWCORNER WITH r(1)�"" x4i4]
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
a ��z' LINED* UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
AU;C�ERa.A; H PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
�� (4y00LBs _ 4. -GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B).
INSTAL LED, PER.MANUFACTl1RER's 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS
TABLE 3A
PAD TYPES
TYPE
PAD DIMENSIONS
MAX., LOAD*
MATERIAL
I
2"x8"x16"
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"x8"x16"
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
8"x8'k16"
1900LBS
CONCRETE 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'-8" AND. 13'-B" WIDE SHEDS ONLY.
TABLE 3
SUPPORT FOOTING PAD SPACING FORTRUNNER 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"
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
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
O� TO 6-
6'- O"
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.
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
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
O'-0" TO S-T
10'-0"
-710'-0"
5.00
174
0,--0" TO 3'-0"
10'-0"
8'-0"
4.00
1 138
0'-0" TO 3'-0"
10'-0"
6'-0"
3.00
104
0'-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"
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.
E THE R�E�SI�PONS/I�BCILoICTY FFnTHE
REVIEWED
CONTRACTOR OF RECORD
REVIEWEF BYCOIUIPL!
DATE 7PT6
2"x2" GALVANIZED WASHER llrwts
'2"x2" GALVANIZED WASHER
.• WITH, 1/2" NUT
1/2" THREADED ROD
-OR
PLANS AND PE IT
,WITH 1/2" NUT i.-„ I
OPTIONAL FOR "HIGH SET"
_�trC.o
-NOTCH �91�T11vr<�tiULT'T OP�I �B OR
;rr-_..:.r .ram
1/2" THREADED ROD '
EYES BOLTED TOGETHER WITH 1/2"x2"
THRU�J�il`1 V1�IL E3E MAD[
OPTIONAL"'FOR "HIGH SET" - t✓'"}
BOLT & NUT WITH 2 2".x2" GALVANIZED
1/2 COUPLER
x X BOTTOM PLATE NAILED
„ r t
1/2" COUPLER + F # v
(3�„r %?y,
1/2"x12° FORGED EYEB
WASHERS 2.000LB SHEAR CAPACITY
( )
-
4" MIN.
1/ "x5" 400 LEL CONCRETE
EDGE ANCHOR INTO SLAB
P.T.
TO 2 x6 BASE
" 4 MIN.
nG
THRU 2"x4" P.T. BOTTOM PLATET-1
EYES BOLTED TOGETHER WRH 1/2" 2 >�
�atle+
-
E TABLE 1 FOR SPACING)b
+.�'�� pE. I; Ily OR N PAD WITH
BOLT & NUT WITH (2)2"x2" GALVANIZED ✓ %
WASHERS SHEAR CAPACITY)"=c'.-BLOCKINGAS REQUIRED (SEE TABLE 3).
1/2"x3".(400 LB.)
CONCRETE WEDGE ANCHOR
SIMPSON
, CLIP
A-24 CONCRETE SLAB BY OTHERS THROUGH
OR EQUAL LOCAL CODES;;AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
AND
(2.000LB �,r
30" EARTH AUGER ANQHOR
(SEE TABLE 1-FOR SPACING)
{
LOCAL CODES JURISDICTION
(SEE TABLE 4 FOR�SPACING)P'
SHED
1
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
SHED�WITH :SKI �'
TO iPAD' ORS BLO.CMNG
.,.
..ANCHORED
TO CONCRETE �
ANCHORED TO CO T UjQ Aft
,
:.. TIE
-DOWN
DETAILS '
CODE VERSION I FBC 2017 61h Edition, ASCE-7
MANUFACTURER SUPERIOR SHEDS
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
VK*-200mvh
EXPOSURE
D
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 30011,11;
FLOOR DEAD LOAD
SPSF
FLOOR LIVE LOAD
SM. 75PSF-'125PSF OPT.
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PERBUILDING1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
LESS THAN 720 SOFT.
DATE
(n MTB
Dote:
W 4/26/16
= Scale:
N A
o-de l
W 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
INSTALLATION REoQIJIREMlNT, Eff ET CODE.
b BY
�.l J
LLJ
CD
0 6/1 /18
I--
IiI V J
z Sheet: AD-1 OF 1
F.. _
PSI APPROVAL 2018-01-18 Side Wall Header Schedule (180C) End Wall Header Schedule (MQ
Size{d) Max. Span NJ(b} Fasteners w/o strap
4�UWNUM-ROOF SI 'IN Building Wdth (each end){c} sr
Ize p o I e each end) ) 2-2"x4"(c) 9101, 0{d} 6- •x U.131• na s
I T O'-O" MAX. Max. Span NJ{b} a. Tabulatetl values are br No. 2 grade Spruce -Pine -Fir lumber. ! 1 E
1-4'x4" 6'-0" 0 3 - 3" x 0.131" nails
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RUNNERS
0
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END WA
TRUSS
2"x4" TRUSS
® 24" O.C.
MAX.
RIBSE
END
I I TRUSS
b. NJ- Number of)ack studs required to support each end
4N4"w2'Sr4" 8-0° 1 6-3"x 0.131" nails c. Laid flat
- _ a. Tabulated values are for-No_2 grade Spwce•Pine-Fir_lumber_ d. No. pck-studs,_bLd.2x6studsJaid.flat_
b. NJ - Number ofjack studs required to support each end. r
c. Window header for window openings that have more than 500,b combined stud wall above
and below, otherwise use door header schedule. .'
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. -
d. See header details for alternate ou la ts,. i.e. 2-2"x4" or 4"x4" P.T. 2. SEE HEADER SCHEDULE FOR ADDmONA INFORMATION. ..
y 3. WINDOW HEADERS 11411E COMBINED 60X OR MORE WALL FRAMING ABOVE
e. The header can be attached to the top plate and thus have the combined strength AND BELOW, OTHERWISE REFER TO DOOR HEADERS. CODE INFORMATION
equivalent and use the maximum span stated. CODE VERSION FOG 2017 Sit, EBIO.n, /SCE-7.2014 NEC
' - - - _- - --- -- - - -- - - - - _ -- -MANUFACTURER StiPET116R SEED
WA�STIIDS
I BUILDING TYPE OF Ram N ISLU c
RESIDENML LAWN STORAGE
coNsrftucnoN TYPE 11-a
EXTEROR Hp� 2 :4•
HEADER FIRE PROTECTION NONE
ji l i SHEATHING
I I I I I FIRE SUPPRESSION- SYSTEM NONE
I f I I 11 (2) 2'x4- WITH 1/2- PLYWOOD
I I I I 2'xd' OCCUPANCY STORAGE
f I I�J_M"02'
OR OSS FELLER OR (IW.4-1'x4' ALLOWABLE NUMBER OF Si0RIE5I 1 OR 16'x4' BETIWEni
J. 1 j IWALL STUDS. VENT IS SECURED 12" MAX.ASIC WIND SPEED Va IBOmph
TO SHEATHING AS PER .
MANUFACNRERs WSIRUCTIONS
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE C
OPTIO AL & DOORS DOOR 6' WIDE OR LESS 4"x4" W 2"x4" - ENCLOSURE ENCLOSED
:INTERNAL PRESSURE COEFFICIENT +/- 0.15
IMPORTANCE FACTOR 1.15
ROOF DEAD LOAD IOPSF
G.F-1- - + NOTES -OPTIONAL ELECTRIC ROOF UVE LOAD 3DPBF OR 300Ib POINT LOAD
OUTLET wt F, FLDDft DEAD LDaO tOPSF
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. CgpE_'urtnry;r
N 11 -ENCASE IN ALL METAL BOXES. s•FLOOR LIVE LOAD STD. 75PSF - 125PSF OPT.
SOURCE
DIGN PRESSURES
ES
ROOF +27.8/-94.7 ROOF
WALLS/DOORS/WINDOWS +32-FJ/-29.2
FRAMING PLAN
.
- _ -
L II
WIRING DIAGRAM
(OPTIONAL)
r•,�.:._..�.>. ,"-'
'I"'" SW;n
crfq,.., Rwij.32,339
FIL PE# Z379 LAPS GMartin, PE
FL PE HI82379,WPE K42017
•R' RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
=
LSUCCC AUD2436, TN PE 8220339
HURRICANE SHELTER USAGE
NO
OREQUALUA ALPINE 2.s
END WALL
-DOOR & WINDOW LOCATIONS VARY
SQUARE FOOTAGE
719 SQ.FT. OR LESS
REVISIONS
r 27"4• C°UM
MRIX OR APINE 2- -
HEAD 4ETAL
REV
DESCRIPTON
DATE
BY
OR EQUAL
3. 11A7C
� c
2=4WAL
'1
ZA Sm
24' O.C.
SEE HEADER
DETAIL
1.4 RNN
ON INSIDE
2• MAIL
104 ALUMINUM WALL
SHEATHING OPTIONS
/ / /
/
/ / /
END WALL
W
Drawn By.
MTB
J
Date:
12/12/17
O
H
Scale: -.
N/A
2.4 smos a
24- D.C. MAX.
2x4 BOLE PLATE
FLOOR FRAMING
(n W
el : ad ,
SS-B-1 80CR1
J W
LLLJ
(� a-
� a
Q
~ Q
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W
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I. FOUNDATION N BANS ARE NOT PART OF THIS PLAN SET AND ARE
GOVERNED BY Lis EX JURISDICTION.
2 `THIS BUILDING IB EXEMPT FROM THE Ftx: ENERGY CONSERVATION
CODE PER SECTION OETN2.
3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION
REQUIREMENTS TO MEET CODE
4. AL STUDS, RAFTERS, TRUSSES, ETC. ARE 2x4 12 SPF, EXCEPT
As NOTED.
5. STRUCTURES OVER 400 SO. FT. WILL HAVE AN BO- MINIMUM
DOOR
6. CUTTERS TO BE INSTALLED ON -BETE BY OTHERS TNRU LOCAL
CODES.
7. WINDOWS AND DOORS TO MEET 1HE MINIMUM SPECIFICATIONSAS
2.4 SOLE RATE 2x4 SOLE PLATE
FLOOR FRAMING
Ell
J LZA Ll LJ
VARIES 6'-0' TO 13'-B' ARIES W-0- TO 13'-B•
CROSS-SECTION END ELEVATION 4'xd' P.T. ATTACHED WITH
-2 OR EQUIVALENT. SEE
TYPICAL ARCH FRAME WITH DOOR TABLE 2 FOR QUANTITY AND
AL STUDS
LOG SECURED TO SOLE 9'
AND BOOR FRAMING WITH 0.039'
- (f-)z12• STRAP W/6-10d NAILS STANDARD WALL DETAIL Nam' WAIL FRAMING MEMBERS ARE CONTINUOUS FROM
OR EQUAL FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
FLOOR BHEATI6NG: WITH DOOR & WINDOW OPTIONS CONTINUOUS LOAD PAIN WHERE WALL MEMBERS ARE
- 3/4- PLYWOOD NOT CONTINUOUS, SHEET METAL CUIMPS, TIES. OR CUPS
STEEL OF NOT LESS
VANELEVATION
- 3/4' P.T. PLYWOOD THAL .0 FORMED OF THICKNESS.
- 3/4' T&G THAT 0.040- NOMINAL THICKNESS.
- 3/4- P-L TdcG
SPACING.
X
2.4 IDS O
2l'O MAX
' (2)2'x4' WD FIAT
n
2.4 6LOCKI%G ON O
END M.I.S. ` x
2.4 BLACKING .m
Ll
I 2•.6- WD FIAT
B
2x4 SOLE PLA7E
FLOOR FRAMING `
LLI I
AR 6' O- TD 13'-a' VARIES 6'-0- TO 13•-B•
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PER FLORIOA BUILDING CODE
B. MT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS
OF WALL STI1D5, TRUSSES, CNOROS_Em. TO HELP SECURE THESE
SHED WIDTH
TABLE
KID RUNNER FR
X1
2
SPACING- G
X2
X3
Z
J
ANY EXITING BRAKES RENDS IN THE STRAP.
`��` a • •,,..........�'�I
13•-B'
,'-fD]'
1'-10j'
f'-101-
10'-0'
,•-Y
6'-f0•
-
Y.WIFS Y¢ i1AM DID ..I�r A WIVE
K OF
9Y8 dLY. IY�• 1YIIE 9aa5 HAVE (!) 3Y5 6 SbOS
I '
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V /
Q
....]/.6/r.;
//��V// FV�
�-2X6 P.T. 24' O.C. T1P.�;.•'
OPTIONAL 125PSF o 16" O.C.
•�
STATE ;• �
TTP- WmH 3/4' T&G PLYBIWID
I
O .• (� • • /.
/�i •
•'•. F`Tf�
4-z4- PS. ATTACHED WITH
H24 OR EQUIVALENT. BEE••.,•••
TABLE 2 FOR WMIT Y AND
�\`/��\
�` 0 R I D , •
, �r'_�
,. V
/'''''
7SPACING.
•••••• _
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' Or'
MattheW T. BoldWin P.E.
Florida License #64608
TES -
END ELEVATION END- ELEVATION FLOOR JOIST, SEE scxmuLE FOR SIZE
WITHOUT DOOR WITH GARAGE DOOR -`" +tl :•"' --y"'----� S S B _ 'I O C 1
(ONLY aNENoWAl)s %I�l FLOOR FRAMING PLAN F m Sheet: JJ I r