HomeMy WebLinkAboutSHED 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 ND
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
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
31-6"
13'-8"
280
S-6"
11'-8"
240
S-6"
10'-0"
200
S-S"
8'-0"
150
31-6"
6'-0"
12D
S-V
TABLE 2
SKID RUNNER SPACING•
SHED WIDTH
X1
X2
X3
13'-8"
V-10f"
V-103"
1 V-8"
2'-e"
6'-4"
-
10'-O"
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-.4-
SKIM ONLY. 13'-B" WIDE SHEDS HAVE (4) SEAS OF SKIDS.
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 (1)}"x4"
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.
S. 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
1
2"x8`x16•
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"x8"x16"
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
111
16"x16"
3950LBS
ASS PLASTIC PADS
IV
8"x8'x16"
1900LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2DOOPSF M TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (B"xB"x167 MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ASS PADS REQUIRED ON 11'-B' AND 13'-B" WIDE SHEDS ONLY.
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
.SHED DESCRIPNON
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'-B"
SW/DW
4.15/332
Cr TO 6"
6'-0"
1936LB
I, 1. III, OR IV
1879LB
I, II, III, OR IV
11'-8"
SW/DW
6.00/480
0" TO e'
6'-0"
2558LB
I, II, III, OR IV
2558LB
1, II, III, OR N
10'-0"
SW/DW
5.00/400
Cr TO 6"
6'-0"
2400LB
I, II, III, OR N
2400LB
I, II, III, OR N
8'-0"
SW
4.00/320
0" TO 6"
6'-0"
2029LB
1, II, III, OR N
2133LB
I, II, III, OR N
6'-0"
SW
3.00/240
1 Cr TO 6"
6'-0"
1658LB
I. H. III, OR IV
1866LB
I, II, III, OR N
• LOAD WIDTH OF UPUFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. PADS OTHER TITAN 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.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED W DTD
LW
UPLIFT (PLF)
I END ANCHOR--_
MAX. INTERIOR SPACING...
13'-8"
7a00
243
6-0" W 3'-0"
10'-0"
11'-8"
6.00
208
V-0' TO S-0"
10'-0"
10'-0"
5.00
174
Y-T TO S-T
10'-0"
8'-0"
4.00
138
Y-T TO 3'-0"
10'-0"
3.00
104
oI To S-v
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
O-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 CLO,,
TO THE SIDE AS POSSIBLE lT
GPI
2"n2" GALVANIZED WASHER r
2"n2" GALVANIZED WASHER
WITH 1/2' NUT
1/2" THREADED ROD
G`
WITH 1/2" NUT
OPTONAL FOR "HIGH SET'
OOx
NOTCH OR CB070M
1/2" THREADED ROD
OPTIONAL FOR "HIGH SET"
EYES BOLTED TOGETHER 'G GALVANIZED
BOLT h NUT WITH (2)2"x2" GALVANIZED
1 /2" COUPLER
PE
THRU 2"x4" BOTTOM PIAyL�
1/2 COUPLER ]g
��
WASHERS (2000L0 SHEAR CAPACITY)
�x
1 /2'n5" (400 LB.) CONCRETE
BOTTOM PLATE WJ
TO
TO 2"x6" P.T. BASE
1/2"n12� FORCED EYEBDL "� J
�€ %. 61 • E
MIN.
" ' '
WEDGE ANCHOR INTO SLAB
TH (S 2"x4" P.T. BOTTOM PLATE
(SEE TABLE I FOR SPACING)
I _-___" _ MIN.
m---
EYES BOLTED TOGETHER WITH 1/2'.2'
-_--
BOLT s NUT WITH (2)T"x2" GAIVANREO TYPE H, II, III. OR N PAD WITH
1/2'n3"
SIMPSON
A-2a CONCRETE OTHERS THROUGH
BLOCKING AS REQUIRED SEE TABLE 3
WASHERS (2.000L6 SHEAR CAPACTT` ( )'
(400 LB.)
CONCRETE WEDGE ANCHOR
STAB BY
CUP OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
30" EARTH AUGER ANCHOR
(SEE TABLE 1 FOR SPACING)
(SEE TABLE 4 FOR S
SHER Wu W SK1f3
SHED
ANCHORED
WITH SKID
TO CONCRETE
SHED
WITH 'NO FLOORS OPTION
0 0-A IORABtOGKd G
ANCHORED
TO CONCRETE
TIE
-DOWN
DETAILS
CODE INFORMATION
VERSION
FIC M17 Sth Wu J -T
�FACNRER
ANMOR SHEZ
ING TYPE
Hu RFD auxnND
R251DEH1Y1 uwN $IDRKE
TRULTON TYPE
v-e
PROTECTION
N01ff
SUPPRESSION SYSTEM
1NHE
PANCY
STCPII'{
MABIE NUMBER OF STORIES
I
: WIND SPEED
1-1.
ENCLOSURE
MODSDI
INTERNAL PRESSURE COUPCIENT
/- D.10
IMPORTANCE FACTOR
1.15
RODE DEAD LOAD
1.
ROOF LIVE LOAD
2D DR ]DDIOv
FLOOR DEAD L00
DPSF
FLOOR LIVE L040
AD. TSPSF - 125P4 pPT.
•R• RATING OF WALLS, FLOGR RODE
N/A
MODULES PER BUILDING
I
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
w
I
SOUARE FOOTAGE
UM TKW 12D SDTT.
(n MT13
Data:
Ly) 4/26/16
= x.I,:
(n N/A
etlel
Lil ALL
GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
w 2. THIS BUILDING IS EXEMPT FROM THE MC
ENERGY CONSERVATION CODE PER SECTION
015.22.
EFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
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' 2018-12-20 ` ,D LINE ENGINEERING APPROVAL, N #SS-B-180-C Side Wall Header Schedule 1180C1 End Wall Header Schedule (180C) Tom,
Building Width See[a1 Max. Span ,Jj Fastrer sd strap
D4 ALUMINUM ROOF SHEATHING Sizee Up to 14' Wide Fasteners w/ strap 1-Tx4' 61P 0 4-(eeach a d)f c nai5
M x 8 NJ (each end) 2-2X4'(c) 9iP 0)dF 5 - T x 0131•Niils --- �.--�
0 -0 W.
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END W
TRUSS
2'x4• TRUSS
0 24' O.C.
I Mn
DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
+27.8 -94.7
ALL$/DOORS WINDOWS
+32.6/-29.2
a . pan jDj II
1nalls 0 3-3'x0.131°a. Tabulated values are for No. 2 grade spruce -Pine -Fir lumber I 1 '
b NJ- Number oflack studs requited to support each end '
4k4'w2'x4° 8-0" 1 6-3'x 0.131'nails
a. Tabulated values are fir No. 2 gmae Spruce�ine-Fir lumber. c. tl. No Jack
Jact
k studs, but 2x6 studs laid flat.
b. NJ- Number ofjack studs required to support each end.
c. Window header for vWndaw openings that haw more than 50% combined stud wall above
and below, othervrise use door header schedule.
•t+ms~��
1. roR Na
it. See header details for abemate layouts, i.e. 2-2'x4" or 4'x4" P.T. z on: rardw waveras wlanlE uxn or a
Oc minz
e. The header can be attached to the top plate and thus haw the combined strength x AID OnfR s x ro x Is
CODE INFORMATION
equivalent and use the maximum span stated. CODE VFxsION an 301.> ®' A�->•
WwE slues
Ij
II
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Mi�NFA
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IUNUFKIIuars NerRucllDlrs
HY.'IENT DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
DOOR 6' WIDE OR LESS
(OPTIO AL
& DOORS
YLL'
a'LL'
x4" W/ 4"2"W
MANUFACTURER
axfTaw dens
BUIIDING TITE
UE
RL4GfNIW. S1piALE
CONSTRUCTION TYPE
v-n
FIRE PROTECTION
TIME
FIRE SUPPR®ON SYSTEM
NWE
OCCUPANCY
sloTurrf
ALIDWABLE NUMBER OF STORES
1
BASIC *No SPEED
Kr1BarC0
"]"(SURE
a
ENCUYSURE
ENCLOSED
INTERNAL PRESSURE COOMCIEM
/- .1.
IMPoRWICE FACTOR 115
ROOF DEAD LOAD tDPSS
G.F.I. — + NOTES -OPTIONAL UJECTRIC ROOF LNE LOAD aG`sf at aoom FONT UMD
OUTLET G_,,„,,;;«
-ALL WIRING ALL
M BE 14 CAGE 3-WIRE MC CABLE - 'E my%�Hre^:``�:^ + BOOR DEAD LOAD Ives
SOURCE
Q-ENCASE IN All METAL BOXES. `Niiliam E. e'I111k1 BOOR IJYE LOAD 570. >�Y- IxbPY aO.
L 11 SMP.sl, srrtl7B, lCC 5185M W RATING of Wins, f R. ROOF N/A
WIRING DIAGRAM 1OE49 Gai'rien POlnx ierra.e
(OPTIONAL)Gotha, no-aa aalaa MODLJ1 PER BUIDRIG 1
HURRICANE PROTECTION USAGE No
NURMCWE SHELTER USAGE
NO
WIIX NO N0.`E rw
FM WML
•IXAIt S WNOaW IOUIIWS v.Wr
SQUARE FOMADE
719 SaR. M I SS
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REVISIONS
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DESCRIPTON
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Florida License 064608
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