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 IWO 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 0 CONCRETE
SHED WIDTH
UPUFF (PLF)
ANCHOR SPACING
20'-0"
400
S-W
13'-8"
280
S-6'
11'-8"
240
3,-45.
1o'-O"
200
3,-4.
8'-0.
160
V-61
6'-0•
120
S_w
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
X1
X2
X3
13'-8"
V-10)'
1'-Iw
I V-8"
2'-8'
6'-4•
-
10'-0"
V-7"
6•-10'
-
8'-0"
O'-9'
W-6'
-
6'-0"
0'-10"
51•
-
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'.4'
SKIDS ONLY. IS-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�'x4j"
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
I
2'x8'06'
1778LBS
CONCRETE
CEMENT
AND SAND MIX
II
4'x8•x16•
3500LBS
CONCRETE
BLOCK OJ 1Y
CEMENT
AND SAND MIX
III
16'06'
395OL13S
ABS PLASTIC PADS
IV
8•x8•x16•
1900LBS
CO
CEMENT
CRETE BLOCK UOff
AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (ZWOPSF IS TYPICAL)
NOTE
1. LOW OR SCUD CONCRETE BLOCKS (8-x8-xi6') MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ADS PADS REQUIRED ON 1T-6' 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 IV
11'-8"
SW/DW
6.00/480
0' TO 6'
61-0.
2558LB
I, H. III, OR IV
2558LB
I, II, III, OR N
10'-0"
SW/DW
5.00/400
0' TO 6'
6'-0.
24COLS
I, II, III, OR IV
2400LB
I, II, III, OR IV
8'-O"
SW
4.00/320
0- TO 6'
6'-0.
2029LB
I, It. III, OR Al
2133LB
I, II, III, OR N
C-0"
SW
3.00/240
1 0' TO 6'
6'-0.
16581E
I, II, III, OR IV
1866LB
I, II. III, OR N
• LOAD WITH OF UPLIFT ON RUNNER
NOTE
,PAD SPACING 15 END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SURE MAXIMUM SPACING FOR INTERIOR SPACING.
RECEIVED
JUL 0.8 2020
ST. Lucie County, Permitting
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 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.
TABLE 4
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPUFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING...
13'-8"
7.00
243
0'-e TO 3'-0•
10'-0'
r -gin
10'-0" _-
5.00
174
0'-0" To S-ar
10'-0"
8'-0.
4.00
138
a-(r TO 3'-0'
10'-O'
6'-0.
3.00
104
U-T TO S-o'
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW'
UPUFT (PLF)
END ANCHOR --
MAX. INTERIOR SPACING...
20'-0'
10.00
1 400
1 O'-O' TO 3'-e
1 5'-0•
• LOAD WIDTH OF UPLIFT ON RUNNER
^ LOCATION FROM END WALL OF AUGER ANCHOR
••• MNDMUM SPACING BETWEEN ANCHORS
1.AANCCHOR SPACING IS DESIGNED AS PER ASCE-7. (L.O [
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'
BETWEEN ANCHORS-
4. ANCHORS SHALL BE ON SIDE WAUS ROUT WHEN THE SH
EXSIING BUILDING; IN WHICH ANCHORS CAN BE PLACED 0 Wu+n wl C
TO THE SIDE AS POSSIBLE. � I n A % AA A
003")-
BOCC
IL l l
z'.z• GALVANIZED As
ZE W HER
- `f
2-.2- GALVANIZED WASHER
, 2' ITT WITH N
/
1 n THREADED FOR ROD
/
OPTIONAL FOR 'NIGH ET'
FI 0 P
WLiH 1/2• tiUY
THRREADED ROD
OPDONA FOP •Nil. SET •
EYES BOLTED TOGETHER WITH 1/2•.z'
1
N L1TG1 oR cau BOL9'
THRU BOTTOM PLATE 1
BOLT & NUT WTRR (2)2'a2' GALVANIZED
SHEAR CAPACITY)
/2' COUPLER
BOTTOM
2'ab' BOTTOM PLATE NAILED
f /2' COUPLER
L/2'x 12' FORGED EYE60CT -
"S
I
WASHERS (2AOOLB
. ,
MIN.
a .. + ' .
7/WED (400 LBJ CONCRETE
WEDGE P.T.ANCHORO INTO SLAB
TN 2.4' P.T. BOTTOM PIATE
TO 2'x6' P.T. BASE
I MIN.
• U47^1L/V11r
�°-------
EYES BOL F�._D TOGETHER WITH 1/2'z2'
(SEE TABLE 1 FOR SPACING)
(S
"-------
BOLT & NUT,RWITHA(2)27x jWLYANIZED
WASHERS (2,LIWOOLB SHEAR GAPAGTY)
ITRPE I. 11, Yi, OR.IV Pb WITH
DLOCKINC &,I DIUIRED (SEE TABLE 3).
d
7/2'x3' (400
HOfl
CONCRETE WEDGE ANCHOR
A-2{ CONCRETE SLAB By OTHERS THROUGH
CUP
LUP OR EQVAL LOCAL CODES AND JURISDICTION
CONCRETE SUB BY OTHERS THROUGH
LOCAL LODES AND JURISOICIION
30jFFARIH AUGER ANCHOR,
(SEE TABLE 1 MR SPACING)
(SEE TABLE 4 FORSSPAGNO)
SHED
WITH SKID
SHED WITH SKID
SAD WITH
'NO FLOOR' OPTION
_
TOP_ADtORB�OCKMG
ANCHORED TO CONCRETE
ANCHORED
TO CONCRETE
TIE
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CODE VERSION 1 iBC rRi2017 eM �. A
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ACIURLR EDPDem SHEDS
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BASK WIND SPEED
Va•-Imnpn
EXPOSURE
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ENCLOSURE
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INTERNAL PR=;RE WBMCIENT
./- 0.1E
IMPORTANCE FACTOR
LIE
ROOF DEAD LOAD
I�
ROOF LIVE LOAD
Ems' m SomY
FLOOR DEAD LOAD
E3F
FLOOR LIVE LOAD
3T6 TSPSF - 12+PSF W.
YL' RATING OF WA= FLOOR, ROOF
N/A
MODULES PER BUILDING
I
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
Lf55 TON no SORT.
REVISIONS
REV
DESCRIPTIONDATE
BY
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GOVERNED BY LOCAL
3. REFER TO TE-DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
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2/5/20
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odQO�Y Liconse�(/64606
Sheet: AD-1 OF 1
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS—B-180—C Side Wall Header Schedule (I80C) End Wall Header Schedule 180C
Fasteners w/o sha
.SS ALUUR{UM ROOF SHEATHING Builtlin WitlN Fasteners w/ strap Size(d) Max. Span NJro) p
9 (each entl)(c)
S¢e Up to 14'Wide 1-2x4' 6� 0 4-3'x 0.131'nails-�----------_-----.-..-- �'
•-0• MO.Max. Span MID){b) (each end) 2-2'za'(c) I BaT I Wdk 6-3'z O.131'rlails
14W" 61-U 0 3-3•x 0131' it a.Tabu"'""'as are for No. 2grede Spiuce-PlnnFir lumber. -I 1
m
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4k4' —Tabulated
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a Tabulated M11ues are for No. 2 grade Spmce�Pine-Fir lumber c. Laid eat r - D. NJ - Number of'ack studs required to support d. No JsCK studs, but as studs laid Pat. ..;._
1 PPort each end.
c. Windrow header for wind w openings that have more than 50% combined stud wall above I F
and below, otherwise use door header schedule. Ywrm
1. IWmIYN¢
d. See heatler details for attemate layouts, i.e. 2-2k4" or4"x4" P.T. z se: aUn1aS1 bCRDnIE Nn es:HUDD, saoeme AAFnnNV. R
e. The header can be attached to the top plate and thus hate the combined strength a �� ro wmNs �OiE
TM
equivalent and use the maximum CODE INFORMATION
span stated. com VERSION M m� M ous- �-'•
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SIDE WALL WINDOWS
END WALLS WINDOWS &
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ROOF DEAD LZAD 1�
G,F,I. — + NOTES-OPDONAL ELCmIC RODF UnT U0kD amSF oR 3o0e PaNr lab
OUTLET FLOOR DEAD LOAD 1oPg
S
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DESIGN PRESSURES
OURCE
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SMP-51, SMIJ9, ]CC 51850W
'I+' RATING WAus, FiDON, ROOF
WA
ROOF ROOF
FRAMING PLAN
PLAN
WIRING DIAGRAM
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MODULES PER BUBDING
f
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NJS/DOORS INDO S
(OPTIONAL)
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Florida License #64608
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WITHOUT DOOR WITH GARAGE DOOR F '�' SEE saawE FOR 9ff
Ic'd-014 DIDIFAW FLOOR FRAMING PLAN m Sheet SSB-1 OF