HomeMy WebLinkAboutEngineeringSETUP 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
BLOCKED O THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BUILDING IS BLO N N EV N
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 T0 CONCRETE
SHED WIDTH
UPUFF (PLF) ANCHOR SPACING
20'-0"
400
S-0"
13'-8"
280
S-0"
11'-8"
240
3'-8"
10'-0"
200
S-0"
0'-9"
160
S-0"
0'-10"
120
S-0"
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. 13'-B" WIDE SHEDS HAVE (4) SETS OF SKIDS.
30" AUGER ANCHOR
(4,900LB)
INSTALLED PER MANUFACTURER'S
INSTRUCTIONS. EYELET AT
MAXIMUM OF 6" ABOVE GRADE.
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.
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
TABLE 2
SKID RU ER SPACING -
SHED WIDTH
%1
X2 X3
13,-8"
1'-104"
1'-10j"
11'-8"
2'-8"
6'-4" -
10'-0"
V-7"
6'_10" -
W -O"
0'-9"
6'-6" -
6'-p"
0'-10"
51" -
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. 13'-B" WIDE SHEDS HAVE (4) SETS OF SKIDS.
30" AUGER ANCHOR
(4,900LB)
INSTALLED PER MANUFACTURER'S
INSTRUCTIONS. EYELET AT
MAXIMUM OF 6" ABOVE GRADE.
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.
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
SHED DESCRIPTION
TYPE PAD DIMENSIONS MAX. LOAD"
MATERIAL
I 2"x8"x16" 1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II 4"X8"x16" 3500LBS
CO CRETE BLOCK QU LITY
CEMENT AND SAND MIX
III 16"x16" 3950LBS
ABS PLASTIC PADS
IV 8"x8"x16" 1900LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
° BASED ON 2000PSF SOIL BEARING CAPACITY (2ODOPSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLD CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED
ON PMS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PMS REQUIRED ON 11'-8" AND 13'-8" WIDE SHEDS ONLY.
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
SHED WIDTH
PAD
UPLIFT (PLF) END ANCHOR-- MAX.
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"
19361-8
I, It. H. OR IV
1879LB
I, It. III, OR N
11._811
SW/DW
6.00/480
0" TO 6"
6'-0"
2558LB
I, II, III, OR IV
2558LB
I, II, III, OR N
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
2400LB
I, II, III, OR IV
2400LB
I, It, III, OR N
8'-0"
SW
4.00/320
0" TO 6"
6'-0"
2029LB
I, It. III, OR IV
2133LB
I, II, III, OR N
6'-0"
SW
3.00/240
0" TO 6"
6'-0"
16581-13
I, 11, III, OR IV
1866LB
I, IT. III, OR N
• LOM WIDTH OF UPUFT ON RUNNER
NAD1SPACING IS END TO CENTER OF PM.
2. PMS OTHER THAN ENO PADS SPACING IS CENTER TO CENTER.
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING.
AaMnO3 BpnT '3S
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GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP -I 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 48.
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.
" LOM WIDTH OF UPUFT 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 ME CENTER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER,
MDRIONAL INTERIOR ANCHORS ME 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 CM BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE M POSSIBLE.
TABLE 4
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPLIFT (PLF) END ANCHOR-- MAX.
INTERIOR SPACING* --
13'-8"
7.00
243 0'-0" TO S -4J•
10'-0"
11'-8"
6.00
208 6-0" TO 31-0'
10'-0"
10'-0"
5.00
174 0'-0" TO 3'-0•
10'-0"
8'-0"
4.00
138 0'-0" TO 3'-0"
10'-0"
6'-O"
3.00
104 0'-0" TO 3'-0"
10'-0"
ROOF DEAD LOAD
EYES BOLTED TOGETHER WITH 1/2"x2"
ROOF LIVE LOAD
z4PSi OR 300IIx
FLOOR DFM LOAD
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE
WIDE
SHED WIDTH
LWUPUFT
(PLF)
END ANCHOR --
IMAX,
INTERIOR SPACING...
20'-0"
10.00
1 400
1 0'-0" TO 3'-0"
1
5'-0"
" LOM WIDTH OF UPUFT 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 ME CENTER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER,
MDRIONAL INTERIOR ANCHORS ME 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 CM BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE M POSSIBLE.
CODE vEmoN
T
MmmACNRER
2"x2" GALVANIZED WASHER
BUILDING TYPE
uF R 6UIW
asD u srowAE
CONSTRUCTION TYE
V -B
2"x2" GALVANIZED WASHER
NONE
FIRE SUPPRESSION SYSTEM
WITH 1/2 NUT
OCCUPANCY
1/2" THREADED ROD
ALLOWABLE NUMBED OF STORIES
I
WITH 1/2" NUT
W -M6 ph
EXPOSURE
4
ENCLOSURE
OPTIONAL FOR "HIGH SET"
INTERNAL PRESSURE COEFFICIENT
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD
1.16
ROOF DEAD LOAD
EYES BOLTED TOGETHER WITH 1/2"x2"
ROOF LIVE LOAD
z4PSi OR 300IIx
FLOOR DFM LOAD
THRU 2"x4" BOTTOM PLATE
OPTIONAL FOR "HIGH SET"
SIO, 783F - 136PSF W.
"R" MITNG OF WA115, FLOOR, ROOF
BOLT & NUT WITH (2)2"x2" GALVANIZED
MODULO PER BUILDING
1/2" COUPLER
HURRICANE PROTECTION USAGE
2"x4" BOTTOM PLATE NAILED
1/2" COUPLER
N4
_
•°
WASHERS (2.0001,13 SHEAR CAPACITY)
REVISIONS
_
1/WED (4N LOR CONCRETE
TO 2"x6" P.T. BASE
1/2"x12" FORGED EYEBOLT
111/12/171 Lh6
^
°
^ MIN.
°
WEDGE ANCHOR INTO STAB
THRU 2"x4" P.T. BOTTOM PLATE
-- MIN.
H ..
------- "
(SEE TABLE 7 FOR SPACING)
'^-------
EYES BOLTED TOGETHER WITH 1/2"4"
BOLT & NUT WITH (2)2"x2" GALVANIZED
1j
TYPE I, 11, III. OR IV PM WITH
BLOCKING AS REQUIRED (SEE TABLE 3).
1/2"x3" (400 LBJ
SIMPSON A-24 CONCREtE SLAB BY OTHERS THROUGH
CONCRETE SLAC BY OTHERS THROUGH
WASHERS (2.000LB SHEAR CAPACITY)
F
CONCRETE WEDGE ANCHOR
CUP OR EQUAL LOCAL CODES AND JURISDICTION
LOCAL CODES AND JURISDICTION
(SEE TABU 7 FOR SPACING)
30" EARTH AUGER ANCHOR -II
(SEE TABLE 4 FOR SPACING)
SHED
WITH
SKID
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
TO PAD
OR BLOCKING
ANCHORED
TO CONCRETE
ANCHORED
TO CONCRETE
TIE
-DOWN
DETAILS
CODE vEmoN
M 3417 eN UlVon, WE -7
MmmACNRER
SUPERIOR SHEDS
BUILDING TYPE
uF R 6UIW
asD u srowAE
CONSTRUCTION TYE
V -B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORACE
ALLOWABLE NUMBED OF STORIES
I
BASIC WIND SPEED
W -M6 ph
EXPOSURE
4
ENCLOSURE
BHcI
INTERNAL PRESSURE COEFFICIENT
/- 416
IMPORTANCE FACTOR
1.16
ROOF DEAD LOAD
103E
ROOF LIVE LOAD
z4PSi OR 300IIx
FLOOR DFM LOAD
e3F
FLOOR LIVE LOM
SIO, 783F - 136PSF W.
"R" MITNG OF WA115, FLOOR, ROOF
N/A
MODULO PER BUILDING
I
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
N4
SQUARE FOOTAGE
Ua's THW n4 soft.
REVISIONS
REV 1 DESCRIPTON
DATE BY
1 2OO RIC
111/12/171 Lh6
z 1 4ROLHO ANCHOR e" AFA N6x.. ANCHOR ECIdmN 8/26/1e MM
(n - -... MTB
Q Dab:
LLLJ 4/26/16
(n
N/A
e:
LyJ ALL
GENERAL NOTES
I. FOUNDATION PLANS ME NOT PMT OF THIS
PLM SET AND ME GOVERNED BY LOCAL
JURISDICTION.
LLJ 2. THIS BUILDING IS EXEMPT FROM THE FOC
ENERGY CONSERVATION CODE PER SECTION
J 1016.22.
M 3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
O
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Matthew T. Baldwin P.E.
Florida License #64608
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