HomeMy WebLinkAboutConstruction 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 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 CO CRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
3'i'
13'-8"
280
31_6'
11'-8"
240
V-e
10'-0"
200
S-6.
6'-0"
120
S-6"
TABLE 2
SKID RUNNER SPACING,
SHED WIDTH
X1
X2
X3
1'-1C}'
1'-10f'
V Io]'
I V-8"
2'-8'
6'-4"
-
10'-O"
1 -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'-8' WIDE SHEDS HAVE (4) SETS OF SHIM
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)j"x44"
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
1
2%8"x16"
1778LBS
CONCRETE
CEMENT
BLOCK QUALITY
AND SAND MIX
II
4"x8"x16"
3500LBS
UUTICKkIt,
BLOCK QUALITY
CEMENT
AND SAND MIX
III
16"X16'
3950LBS
ABS PLASTIC PADS
ry
8'a"X16"
1900LBS
CO CRETE BLOCK QU
CEMFM AND SAND MIX
• BASED ON 20DOPSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLD CONCRETE BLOCKS (8'41'06-) MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48- WITHOUT REINFORCING.
2. AM PADS REQUIRED ON IV-B' AND IT-e' 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
S1DE RUNNER
PAD TYPE
13'-8"
SW/DW
4.15/332
0" TO 6'
6'-0'
1936LB
I, 11. III, OR IV
1879LB
I, R. III. OR N
11'-8"
SW/DW
6.00/480
0' TO 6'
6'-0'
2558LB
I, II, III, OR TV
2558LB
I, It, III, OR N
10'-0"
SW/DW
5.00/400
0' TO B'
V-0'
2400LB
I, 11. III, OR TV
240OL S
I, H. III, OR IV
8'-0"
SW
4.00/320
Cr TO Sr
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR N
6'-0"
SW
3.00/240
1 0' TO 6'
6'-0'
1658LB
I, II, III, OR IV
1866LB
I, II, III, OR N
• 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 INIERIOR SPACING.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
I. 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
30" AUGER ANCHOR SPACING
4A
- SINGLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING•^
13'-8"
7.00
243
0'-0' TO 3-0'
10'-0"
11'-8"
6.00
208
0'-e TO 3'-T
10'-0'
10'-O�A
&i'744
lOi.'O"aTO i'
--•_LOr,._N.>,;
8'-0"
4 00
138
6-4r TO 3-0'
10'-0"
6'-0'
3.00
104
C'-0' TO N-T
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
UPUFT (PLF) END ANCHOR"*
MAX. INTERIOR SPACING•••
20'-0"
1 10.00
1 400 1 6-T TO 3-0'
5'-0''
• LOAD WIDTH OF UPLIFT ON RUNNER
•• LOCATION FROM END WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
DESGNED AS PER ASCE-7.
ARE CENTER-TO-CENTEIL
R OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
lR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0'
IS PLACED NEXT TO AN
THE END WALLS AS CLOSE
N F,
Nam:'
CODE COMPLIArN4
STe L.UCIE C
2'x2' GALVANIZED WASHER
�0 cc
2'x2' GALVANIZED WASHER
WITH 1/2' NUTT--I/I'
THREADED ROD
WITH 1/2' NUT ^ -'
OPTIONAL FOR 'HIGH SEr
NOTCH OR COUNTERSINK BOLT
1/2' THREADED ROD
OPTIONAL FOR 'HIGH SEY r
EYES BOLTED TOGETHER WITH 1/2'x '
BOLT 8 NUT WITH (2)2'x2• GALVANIZED
1/2' COUPLER
THRU 2'x4' BOTTOM PLATE
2'x4' BOTTOM PLATE NAILED
1/2' COUP
1/2'x12' FORGED ETEBO T� - C'T
WASHERS (2.W0LB SHEAR CAPACITY)
;_;
R MIN.
RETE
1/AGE ANCHOme R IWOCSIAB
TO 2'x6" P.T. EASE
__ __ MIN.
f e w
a
PAT)
THRUSEE
I .
Ais �
EYES BOLTED TH (2)2FR WITH R1/2 �y E 1.11 il, OF IV AD WITH
BOLT k NS WITH LB SHE CAAPACM YY BLWANO A5 REOUI'RED SEE TABLE 3
WASHERS (2.000LB SHEAR CMACISY) ( )'
1/2'x3' (400 LIL
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
TABLET: BOTTOM
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
y Ii`
CONCRETE WEDGE ANCHOR
TABLE 1
CUP OR EQUAL LOCAL CODES AND JURISDICTION
30' EARTH AVGER[ANCHOR��
(SEE FOR SPACING)
(SEE TABLE 4 FOR SPAC0,16) .-L .�'"�
d SHED�WITH.SKID
SHED WITH SKID
SHED
WITH 'NO FLOOR' OPTION
0 �PAD'SOR%BLOCKING
ANCHORED TO CONCRETE
ANCHORED
TO CONCRETE
-
TIE
-DOWN DETAILS
I CODE YBR610N I ZB 2017 ,w, FADm�I
MAL6IFAGRRRER SOPe1W11 SH]T
BUILDING TYPE
IE50D Uk 1 STOP/LE
CONSTRUCTION TYPE
V-e
FIRE PROTECTION
NONE
TIRE SUPPR6SION SYSTEM
NONE
OCCUPANCY
sIOPI¢
ALLOWABLE NUMBER OF STORIES
f
BASIC WIND SPEED
V�-2-Om
EXPO6URE
D
ENCLOSURE
QR� -
INTERNAL PRESSURE COEFFICIENT
+/- nm
IMPORTANCE FACTOR
1.15
R00F DEN LOAD
IOPF
ROOF LIVE LOAD
ZOPS OR OOnb
FLOOR DEAD LOAD
�'
FLOOR WE LOAD
51n T6PSF - f]03F OPT.
N' RATING OF WALLS, FLOOR, ROOF
WA
MODULES PER BUILDING
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HURRICANE PROTECTION UWE
NO
HURRICANE SHELTER USAGE
M
SQUAREDTAGE
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REVISIONS
REV
DESCRIPTON
DATE
BY
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3. REFER TO TIE -DOWN DETAILS FOR PROPER
INS7ALARON REQUIREMENTS TO MEET CODE
7/13/19
Sheet. AD-1 OF 1
- 2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-B-180-C
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0
1.4
RUNNERS
0
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END WA.
TRUSS
2 R24 TRUSS
4 D.D.
MAX
WALLS/DOORS
DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
+27.8 -94.7
WINDD S
+32.5/-29.2
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
a
END ELEVATION
WITH GARAGE DOOR
(MI 04 Dmwu11
Side Wall Header Schedule 1180C)
End Wall Header Schedule (180C)
SIIe(d1 Max. Span NJ@} Fast�etrsew/do Ctr.
Building Width
Size
Up to 14'Wide
Fasteners W/strap
14'z4' 64r D 4-3'z 0.131'rel
Max. Span NJ(bj
(each end)
2-2z4'(c) 9Q' Did) 1 6-3'z 0.131're.
1-0"x4"
6'$
0
3-3'x 0.131"nails
a. TahWated,elUss are Wr No. 2 grade Spruce-P1na�it lumber.
b. W - Number oflack studs m tulmd to suppod each end.
c*laid fat
x4" w2'x4'
8'$
1
6 - 3' x 0.131' nails
Tabulated values are for No. 2 grade SpruceFum+ir lumber.
NJ - Number afjack studs required to support each end.
d. No Jack studs. but 2z6 studs laid fat.
Window header for windaw openings that have more than SD% combined stud wall above
d below, otherwise use door header schedule.
See header details forahefrlate layouts, i.e. 2-2'R4' or4'x4" P.T.
1. Yt ruRNFlt aa® ma IoAc*u IaOuwdhMs.
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The header can be attached to the top plate and thus have the combined strength
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OPTIO AL
DOOR 6' WIDE OR LESS
G.F.I. �+ NOTES -OPTION I FIECTIRIC
OUTLET
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F
Revownu u moRAGE
LONBRtULmON TYPE
v-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
N E
INTERNAL PRESSURE COEFFICIENT
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10
ROOF LNE LOAD
]OP.4 OR Sods POIM rob
FLOOR OFAD UM0
IOPSF
FLOOR LME LOAD
slO. ]BPJf - t35PSF ODT.
'R' PATNG OF WALLS, FLOOR. ROOF
WA
MODULES PER BUILDING
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C-D Matthew T. Baldwin P.E.
z Florida License #64608
F m Sheet: SSB— 1 OF 1