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 CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
V-6'
13'-8"
280
31-"
11'-8"
240
S-e
I c'-0"
200
31.-6'
8'_0"
160
31-'
6'-0"1
120
3'{'
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
1'-10)"
1'-10j"
V-Icr
11'-8"
2'-8"
W-4'
-
10'-0"
V-7'
6-to"
-
8'-0"
0'-9'
6'-6"
-
6'-0"
W-10"
51"
-
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4'
SODS ONLY. 13'-B' WIDE SHEDS HAVE (4) SETS OF SKIDS.
GRADE.
JAN 14 2020
ST. Lucie County, Permitting
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�"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
PAD
3
TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD'
MATERIAL
1
2"x8"06"
1778LBS
CO CRETE BLOCK QUALITY
CEMENT AND SAND
MIX
II
4'x8%16"
3500LBS
CO CRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16%16"
3950LBS
ASS PLASTIC PADS
IV
8'x8"z16,
190OL136
CO
CEMENT
CRETE BLOCK
AND SAND
QUALITY
Mix
• BASED ON 2000PSF SOIL BEARING CAPACITY (20WPSF IS TYPICAL)
ES
1. HOLLOW OR SOUD CONCRETE BLOCKS (e'4"06') MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ASS PADS REQUIRED ON 1P-8" AND 13'-B' 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
O' TO 6"
6'-0'
1936LB
I, II. III, OR IV
1879LB
I, II, III, OR N
I V-8"
SW/DW
6.00/480
Cr TO S'
6'-0"
255SLO
I, II, III, OR IV
2558LB
I, II, III, OR N
10'-O"
SW/DW
5.00/400
O' TO 6"
6'-0'
2400LB
I, II. III, OR IV
2400LB
I, II, III, OR IV
SW
4.00/320
O' TO 6"
6'-0.
2029LB
I, II, III, OR N
2133LB
I, II, III, OR N
SW
3.00/240
1 O• TO 6"
6'-0"
155OLS
I, II, III, OR IV
1866LB
I. II, III, OR N
• LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1SPACING 15 ENO TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SANE 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 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 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW"
UPUFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING...
13'-8"
7.00
243
0-0' TO S-T
10'-0"
10'-O"
5.00
174
V-T TO S--T
10'-0"
8'-0"
4.00
138
0'-0" TO 3'-(r
10'-0"
6'-0'
3.00
104
0'-0' TO S-w
10'-0'
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
UPUFT (PLF) END ANCHOR"
MAX. INTERIOR SPACING•••
20'-0-
10.00
400 0-0" TO 8-0-
5'-0'
• LOAD WIDTH OF UPLIFT ON RUNNER
•• LOCATON FROM END WALL OF AUGER ANCHOR
••• MAOMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER-TO{ENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER
ADDITIONAL INTERIOR ANCHORS ARE REWIRED IF SPACING IS MORE Tit
BETWEEN ANCHORS-
4. ANCHORS SHALLBE ON SIDE WALLS EXCEPT WHEN THE SHED IS PIAC_ d
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE fB1t1Y'
TO THE SIDE AS POSSIBLE.
C '.4�
2'x2" GALVANIZED WASHER
2'x2' GALVANIZED WASHER
WITH 1/2' NUT
1/2' iHRUOED ROD
�./ �� )
WITH 1/2" NUT-i4Y_..
NOTCH COUNTERSINK LT
1/2- THREADED ROD , �'"` -"'
OPTIONAL FOR 'HIGH SET' Ys
EYES BOLTED TOGETHER WITH 1/2"x2'
BOLT & NUT WRN (2)2'x2' GALVANZED2'x4"
1HRU 2'x4' BOTTOM PLATE
'.
BOTTOM PLATE NAILED
1/2' COUPLER -�'��.
>
" ��
WASHERS (2.000lB SHEAR CAPACITY)
WOMOIIAL,,�R
MIN.
1/WEDGE ANCHOR INTO SSLAABB
P.T. BASE
MIN.
1/2'x12' FORGED EYEBOLT
2'x4' P.T. BOTTOM PLATE
--,-aTHRU
BOLTED TOGETHER WITH 1/2 OR
(SEE TABLE 7 FOR SPACING).EYES
_BOLT
& NUT WITH (2)212' GALVANIZE➢ f10JL 14 111 N PAD WTR
WASHERS (2.000LH SHEAR CAPACI (AS REQUIRED (SEE TABLE 3).
M Se
1 /2'x3' (I00 LBJ
CONCRETE WEDGE ANCHOR
ETE SUB BY OTHERS THROUGH
CLIP OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
30' EARTH AUGER ANCHOR,(SEE
*SKIO�,A;`
(SEE TABLE I FOR SPACING)
TABLE 4 FOR SPAENC)' .'SHED WITH
SHED
WITH SKID
SHED WITH
'NO FLOOR' OPTION
TOAPADWSBL_OCKING
ANCHORED
TO CONCRETE
ANCHORED
TO CONCRETE
w�
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DETAILS
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INTERNAL PRESSURE COEFFICIENT
a/- we
IMPORTANCE FACTOR
1.10
ROOF DEAD LOAD
TOPS
ROOF LIVE LIIAD
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H/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
M
SQUARE FOOTAGE
IFs TWN no AFT.
REVISIONS
REV
DESCRIPTION
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