HomeMy WebLinkAboutConstruction PlansSETUP AND INSTALLATION OF DOUBLE WIDE SHED
SETUP 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 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
S-"
13'-8"
280
3-4'
I V-8"
240
10'-0"
200
81-0"
160
S-Er
6'-0'
120
S-6'
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
x1
X2
X3
11'-8"
2'-8"
6'-4"
-
10'-O"
V-7"
W-10'
-
8'-0"
0'-9"
6'-6'
-
6'-0"
0'-10'
51"
-
*VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"a4"
SKIDS ONLY. 13'-8' 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 0)1"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 413).
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'
1776LB5
CO CREPE BLOCK QUWff
CEMENT AND SAND MIX
II
4"x8"x16"
3500LBS
CONCRETE BLOCK QU
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
B'x8'al 6'
1900IBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
• BASED ON 2000PSF SOIL BF NG CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8'a8'x16`) MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON I1'-B' 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 IV7
1 I.-8"
SW/DW
6.00/480
O" TD 6'
6'-0.
2558LB
I, II, III, OR IV
2558LB
I, II. III, OR
10'-O"
SW/DW
5.00/400
0' TO 6"
6'-0.
24COL13
I, II, III, OR N
2400LB
I. II, III, OR N
8'-0"
SW
4.00/320
0' TO 6'
6'-0.
2029LB
I, U. III, OR IV
2133LB
I, II, III, OR IV
600'
SW
3.00/240
1 0" TO 6'
6'-0'
1658LB
I, U. III, OR IV
1866LB
I, II, III, OR N
• LOAD WIDTH OF UPLIFT ON RUNNER
1�PAD �SPACING IS ENO TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING.
JUL 0 6 2020
S-r. Lucie
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 WIDTHr4O
UPUFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING•••
13'-B"
243
0'--0' TO V-e
10'-0"
I V-8"
208OQfL:&R
174 �;�
A�ircr,
._C"
8'-0"
138
0-0' TOi-T
10'-0"
104
0'-0' TO 3,-w
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
I UPUFT (PLF)
END ANCHOR --
MAX. INTERIOR SPACING•••
20'-0"
10.00
1 400
1 0-0' TO S-0'
1 5'-0'
• LOAD YAM OF LOUR ON RUNNER
•• LOCATION FROM ENO 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-
BETWETSN ANCHORS_
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EOSTNG BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE ENO WALLS AS CLOSE
TO THE SIDE AS POSSIBLE.
2'x2' GALVANIZED WASHER l '"
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
1/2" THREADED ROD
. WITH 1/2' NUY!
OPTIONAL FOR 'HIGH
NOTCH OR COUNTERSINK BOLT
1/2' THREADED ROD
OPTIONAL FOR 'HIGH SET. _ " -"
EYES BOLTED TOGETHER WITH 1/2"a2"
BOLT & NUT WITH (2)2'a2' GALVANIZED
1/2' COUPLER
THRU 2'a4' BOTTOM PLATE
214' BOTTOM PLATE NAILED
1/2- COUPLER
i:YEg0
WASHERS (2.000LB SHEAR CAPACITY)
_
MIN.
1/2WEDGE ANCHOR CONCRETE INTO SLAB
TO 2"a6' P.T. BASE
_" .J MIN.
1/2.02' FORGED
••
"OTHERS
THRU 2'x4' P.T. BOTTOM PLATE-_,
]yl•
"`-
(SEE TABLE I FOR SPACING)
U--------'------
EYES BOLTED TOGETHER WITHMll
BOLT &`OR NP WITH
WASHADREOUIflED (SEE TABLE 3).
ERS OOOLB SHEARCAP)J
(2, )�
1/2"x3" (400 LB.)
CONCRETE WEDGE ANCHOR
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CUP OR EQUAL LOCAL CODES AND JURISDICTION
AL.
CONCRETE SLAB BY THROUGH
LOCAL CODES AND JURISDICTION
�BYOCKING
30" EARTH AUGER ANCHOR yp
(SEE TABLE 1 FOR SPACING)
(SEE TABLE 4 FOR SPACING),
1 SHED SKID /
SHED SHED WITH SKID
ANCHORED TO CONCRETE
SHED
ANCHORED
WITH 'NO FLOOR' OPTION
TO CONCRETE
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WOE VERSION
FBC 2017 eM Fmlbn A=->
MANUFACTURER
S1IPDOLR R®S
BUILDING TYPE
u STORAGE
CONSTRUCTION TYPE
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FIRE PROTECTION
HORS
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OCCUPANCY
STOPIGE
ALLOWABLE NUMBER OF sToIam
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IMPORTANCE FACTOR
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ROOF DEAD LOAD
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FLOOR DEAD LOAD
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FLOOR DYE LOAD
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'R' RATING OF WADS. FLOOR ROOF
N/A
MODULES Pit BUILDING
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HUMCANE PROTECTION USAGE
Na
HURRICANE SH11TOt USAGE
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SQUAT E FOOTAGE
IL4 TUN Ao WO .
REVISIONS
REV
DESCRIPTION
DATE
BY
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2017 Rx:111/12/171
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GENERAL NOTES
} 1. FOUNDATION PLANS ARE NOT PART OF THIS
? PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
LJJ 2. THIS BUILDING is ExEMPr FROM THE FBC
J NERGY CONSERVATION CODE PER SECTION
15.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
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2018-12:' TOP LINE ENGINEERING APPROV ''LAN #SS-B-180-C Side Wall Header Schedule 1180C) End Wan Header Schedule 180C r
Max. S Fasteners w/o strap q R
b - Building Width 'I Pan NJNI each entl. � tt
D4 ALUMINUM ROOF SHEATHING Fasteners w/ strap 1 Y
• S¢e Up to 74'Witle each entl 1-2'x4' G� 0 4-3'z 0.131'nails -------_--..,._:_
•_0• �, Max. Span NJ(b) ( )-Wbula- sa Wdl 6-3'z0.131•nails
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TRUSS
2'%4' TRUSS
0 224' O.C.
MAX
4k4' w2k4' 8'-0" 1 8 - 3' x 0.131' nails b' W - Number ofjack Studs required to support each end.
a. Tabulated values ere for No. 2 grade Spmce ine lr lumber. -
b. NJ - Number of jack studs required to support each end.
tl. No Jack studs. but 2Y6 studs laid Oat.ANN
C. Window header for window openings that hate more than 50%combinetl stud wall above •� r_
and below, otherwise use door header schedule.
1. SE FASnMn Si]aDga rA IWmr/NS
d. See header details for aRemate layouts, i.e. 2-2k4" or 4'x4" P.T. z, ae evook sa�ms{Ep nma1uW. ?
x IIVLV6 wrs Lq@MD fair OR�mNNs Aaoye
e. The header can be attached to the top plate and thus hale the combined strength +o �E. onn¢� rerw ro ooaa xama'� CODE INFORMATION
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END WALLS WINDOWS &
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IMPORTANCE FACTOR 1.15
ROOF DEAD LOAD IDPg
G.F.I. - + NOTES -OPTION EI FCmI ROOF WE LOAD lovSF oR fo® pa%r Ipb
OUTLET TnP FLODR DEAD Loan 10W
ALL WIRWG SHALL BE 14 CAGE 3-WIRE MC GnLE. �rNs'¢uam
N -EHC SE IN ALL MErA BO%E6 wdliiim E. Newry, Ill F.Cca LIVE LOAD son. asps- UWSF M.
DESIGN PRESSURES
SOURCE
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N/A
ROOF ROOF
FRAMING PLAN
WIRING DIAGRAM
30&9 vakview Panv Terta[a
MODULES PER BUDDING
,
+27.8 -94.7
(OPTIONAL)
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HURRICANE FRUTEwuN USk0E
ALLs/ODDRs NDOWs +32.6 -292
HURRICANE GHELTER USAGE
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END ELEVATION END ELEVATION Z
WITHOUT DOOR W0H GAR4GE GIX1R r�'�' sE 5aE>tie Fm seF
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