HomeMy WebLinkAboutPLANS - SHEDSETUP 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 UNE, 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 ES-FA13USHED 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
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
31_6"
13"-B"
280
31-5"
11'-8"
240
3'-6'
10'-O'
200
3'$
8'-0.
160
S-tr
6'-0"
120
TABLE 2
SKID RUNNER SPACING"
SHED WIDTH
X1
X2
X3
13'-81.
1'-103"
1,-10)"
1'-IW
I V-8"
2'-B'
W-4"
-
10'-0"
V-7"
C-10"
-
B.-0"
0'-9"
W-O"
-
6'-0"
0'-10"
61"
-
"PALM ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4'
SHOOS ONLY. iV-8- WIDE SHEDS HAVE (4) SETS 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)4"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 49).
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
AD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD-
MATERIAL
I
2'x8"x16.
177OL13S
CONCRETE BLOCK OU
CEMENT AND SAND MIX
II
4"xa'x16"
3500LBS
CONCRETE BLOCK 0
CEMENT AND SAND MIX
III
16"XIG'
3950LBS
ADS PLASTIC PADS
IV
9'xB"xt6"
1MOL13S
CO
CRETE BLOCK 0
ENT AND SAND
MIX
, BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
CITES
1. ROLLO* OR SOUD CONCRETE BLOCKS (B"x87A67 MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT RBNFORCING
2 ABS PADS REQUIRED ON 11'-B' AND 13'-5' 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
AD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-8"
SW/DW
4.15/332
T TO or
6'-0.
1936LB
I, II, III, OR IV
1079LB
I, 11. III, OR IV
11'-15"
SW/DW
6.00/480
0" TD fi
fi'-0"
2558LB
I, 14 III, OR IV
2558LB
I, II, 114 OR IV
10'-O"
SW/DW
5.00/400
Cr TD 6"
W-O'
240MB
1, 14 III, OR N
2400LB
I, II, III, OR N
8'-0.
SW
4.00/320
Cr TO 6"
W-O"
2029LB
1, II, III, OR N
2133LB
I, 11, III, OR IV
SW
3.00/240
1 U" TO C
W-0"
1655LB
4 It. III, OR N
1866L E
I, 11. Ill. OR IV
• LOAD WIDTH OF UPUFT ON RUNNER
NOTES
1. PAD SPACING S ENO TO CENTER OF PAD.
2 PADS OTHER THAN END PADS SPACING IS CENTER TO CETNTFR.
3. 115E SIDE MAXMUM 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 LES.
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 4
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR"
MAX. INTERIOR SPACING'••
OO i
�r>.•�`243�
11'-8'
6.00
208
O-0' TO X-0"
10'-0"
1 O'-0"
5.00
174
1-0" TO S-or
10'-0"
8'-0"
4.00
138
Y-V TO 3'-0"
3.00
104
W-0' TO V-e
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
I LW'
I UPLIFT (PLF)
END ANCHOR''
MAX. INTERIOR SPACING•'•
20'-0"
1 10.00'
1 400
1 Ti-0" TO S-Cr
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 MCNED AS PER ASCE-7.
2 ALL MEASUREMENTS ARE CEDER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4} (1) ANCHOR PER EACH CORNER.
AWITTONAL,INITHOR ANCHORS ARE REONRED IF SPACING IS MORE THAN IV-O'
BEWEANCHORS-
4, ANCHORSS HALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
FROSTING RLDLEINL, IN WHICH ANCHORS CAN BE PLACED ON THE ENO WALLS AS QCSE
TO THE SIDE AS POS981E.
SPA
CANNED
BY
.
fit. Lucie �:ounty
2'x2' GALVANIZED N
YAR1 t/2' 2' HUTur 1/3" THREADED ROD
YRM�/2g,N�
` 1/2'y,1KRTn0E0�RGD
�• e -
- -
OPTIONAL FOR itlGH Ef'
EYES BOLTED TOGETHER WITH 1/2'#'
NOTCH OR COUNTERSINK BOLT
THRU 27x4. 80TTDN PLATE
OPTIONA_ FOR 'NIGH SET
• 172' COUPLER _1
.••
WASHERS 12.000113 SHEAR CAPACITY)
BCS & NUT WITH (2)2"x2- GALYAN�DMgm�N
2k4" BOTTOM PLATE RULED
TO 2'x6" P.T. EASE
L 1/2k12 FORGm EYFHOLT --�-
C 1..
r�nAnr
--Y.-l' NIA.
I
1/2'x5' (400 IH.) CONCRETE
WE ANCHOR ADD SLAB _ NIA.
THRILL 2k4' P.T. BOTTOM PLATE_•
H.,'
EYES &TILTED TOCTTHER� t/2„x2'�Y
BOumNUT ifRHl(2x2
-
`f 7YPE14 n ILO PAD WITH
-1
(SEE TABLE 1 FOR SPICING) a----
TA
x2pCALYANf2'D
WASHES (2ADOL6 SNEAK -CAPACITY)
.
y BLOCKING AS RECUIREO (SEE TABLE 3).
t/2'A" (401J LB)NCRETE SLAB BY OTHERS THROUGH
CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY 01HERS THRW6H
LOCAL CODES AND JURISDICTION
30' AUANCNOR
FARM GER
-
(SEE TABLE I FOR SPACING)
(SEE LAD`E4 , r S}1ED
_
WfTHsS(flD
SHED WITH SKID
SHED WITH 'NO FLOOR' OPTION
�•am�awTOlipAD
ORpBLOG_I_G
ANCHORED TO CONCRETE
ANCHORED TO CONCRETE
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BUILDING HYPE
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cutmuORON TYPE
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OCCUPANCY
SNIYDE
ALLOWABLE NUMBER OF STOMEs
l
BASIC VAND SP®
vw-20PnpM1
ENPOSURE
O
OKLoSURE
HICLBYD
NTMA PREA'lX6 WEfflpENT
+/-ate
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1w
ROOF NNE LWD
NPSF OR MOb
FLOOR OFAD LOAD
ars
MOOR L➢!E LOIN
sN. TVS' - tEmsF w..
W AIT IG OF WALLS, FLOOR, ROOF
WA
MODULES PER BUILDING
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3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE
A
6/1/18
Wat(haw T: �eaidgiAF E.
Florrldo Lic,:nsa 648011
SNBeE AD-1 �OF 1
PSI APPROVAL 2018-01-18
D4 ALUMINUM ROOF SHEATHING
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1,114
RUNNERS
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END WA
TRUSS
2'x4' TRUSS
024' O.C.
N,
RINGE
DESIGN PRESSURES
ROOF FRAMING PLAN
Roof
+v.e -9a.7
ALLS/DOORS/WINDO S
+32.5 -29.2
Side Wall Header Schedule (180C)
End Wall Header Schedule 160C
Sae{tl} Max Span
NJ(D}
Fasteners wG strap
(each.wHal
S"
Building Width
Fastenem W/ strap
Up to W Wide
hp'kd° 6-0"
0
4-3x U'131' MIS
Max. Span
NJ}b)
2-2k4"(c) 9-0^I
0{0}
1 6-6' x u 131- na s
1-4'z4'
G-IY
0
3-3"x 0.131'nails
a. aBmamdaaues am br o. gree-p;,oe m ,Umbar
b. NJ Number fjack studs required to support each aid.
c. Laid Pat
J. No Jack studs. but 20 studs lad Paz.
49t4"W2'k4"
B-IY
1
6-3"x 0.131"nails
a. Tabulated values are 6r No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number oflack studs required to support each and.
c. Window header for window openings that have more than EO-A combined stud wail above
and below, otherwise use door header schedule.
d. See header details for alternate layouts, i.e. 2-2"x4' or4'x4' P.T.
e. The header can be attached to the top plate and thus have the combined strength
et jNWerd and use the maximum span stated.
1. SEE FAATEIRP saminc m�irx OK s.
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DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
& DOORS
PT1
(00NAL)
DOOR 6' WIDE OR LESS
CODE INFORMATION
CODE VERSION nn znz ea..
roll as
z-.a•
ayx•
4"x4" W/2%4"
VANUFACNRIER
SUPERIOR vRn^
BUILDING TYPE
"WACIUADING
�INJ� R IMO ACE
CONSMUCTON TYPE
V-e
FIRE FRmEC ION
NONE
TIRE SUPPRESSION SYSTEM
NONE
occuvANcr
vowcE
ALOwetE NUVEER OF smiIES
I
BASIC *No SP®
v_'Cd UR
EXPOSURE
c
ENaosURE
axxosm
INFERNAL PRESSURE COEFFICIENT
/-ale
G.F.I. INOTES-OPTIONAL RECIRIC
OUTLET
ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE
N -ENCASE IN AL METAL BD Es.
SOURCE
L I a
WIRING DIAGRAM
(OPTIONAL)
I11n}}��t��ertekn,
a
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IMPORTANCE FACTOR
Me �
ROOF DEAD WAD
I�
ROOF tfVE LOAD
a an mm PANT LOAD
FLOOR DEAD LOAD
icI
F1DOR UVE WAD
M7WSF - 12a M.
'R' RATING OF WALLS, FLOOR. ROOF
H/A
MODULES PER BUILDING
1
HURRICANE PROTECTOR USAGE
NO
UUCCCO=414.TNPEn203
HURRICANE SHELTER USAGE
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Florida License #64608
END ELEVATION END ELEVATION Z
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