HomeMy WebLinkAboutPROJECT INFORMATIONOF 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
ED 0 IS
BUILDING
BLOCK THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
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 BOTi0_M
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- r
13'-8"
280
S-6'
11'-8"
240
T-r
10'-0"
200
S-61
8'-O"
160
S-67
6'-0"
120
S-67
TABLE 2
SKID RUNNER SPACING"
SHED WIDTH
X1
X2
X3
11'-8"
2'-B'
6--4"
-
10'-0"
V-7"
6'-10"
-
8''"
0'-9"
6--64"
-
6"
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)
SETUP AND INSTALLATION OF-DG, _ .E 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 R SPACING S EV EV THE CORRECT S N (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"xi6'
177OL13S
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"xEl"x16"
350OL13S
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"X16"
3950LBS
ASS PLASTIC PADS
N
8'xB"x16"
1900LBS
CONCRETE BLOCK
QUALITY
CEMENT AND SAND
MIX
• BASED ON 2000PSF SOIL BEARING CAPACOY (20CDPSF IS T(PICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (B"XVXIG-) MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON IV-B' 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
0' TO G
6'-0-
1936L3
I, II, III, OR N
1879LB
I, II, Ill. OR N
I V-8"
SW/DW
6.00/480
0" TO 6'
6'-0"
2558LB
I, II, III, OR IV
2558113
I, II, III, OR N
10'-0"
SW/DW
5.00/400
0- TO 6"
6'-0'
24COLB
1, 11. III, OR IV
2400LB
I, II, III, OR N
8'-0"
SW
4.00/320
0" TO 6•
6'-0"
2029LB
I, II, III, OR IV
21331E
I, II, III, OR N
6'-0"
SW
3.00/240
O" TO 6'
6'-0"
1658LB
I, II, III, OR IV
1866LB'
I, II, III, OR N
• LOAD WIDTH OF UPUFT 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 INTERIOR SPACING.
RECEIVED
FEB 212018
ST. Lucie County, Permitting
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.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPUFT (PLF)
END ANCHOR'-
MAX. INTERIOR SPACING•••
13'-8"
7.00
243
U-cr m S-Cr
1 D'-O"
11,-8"
6.00
208
0'-0" TO S-O*
10'-0"
10'-0"
5.00
174
U-T TO S-T
10'-0"
8'-0"
4.00
138
U-T TO S-T
10'-0"
6'-0"
3.00
104
U-T TO S-0"
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
UPUFT (PLF)
I END ANCHOR"
MAX. INTERIOR SPACING...
20'-0'
10.00
400
0'-0" TD S--0"
• LOAD WIDTH OF UPLIFT ON RUNNER "Amno
::LOCATION FROM END WALL OF AUGER ANCHOR
•• MAXIMUM SPACING BETWEEN ANCHORS al�n
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
8 r
NOTES
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. ry@
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNN IVDS
ADDITIONAL INTERIOR ANCHORS ARE 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 CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE ODE AS POSSIBLE.
T
2'x2' GALVANIZED WASHER
2'xY GALVANIZED WASHER
WITH 1/2' NUT
1/2- THREADED ROD
WITH 1/0 NUT
OPTIONAL FOR 'HIGH ET'
- NOTCH OR COUNTERSINK BOLT
1/2- THREADED ROD---,,,THRU
EYES BOLTED TOGETHER VA2'x2'
2'x4' BOTTOM PLATE
OPTIONAL FOR 'HIGH SEYBOLT
G
&NUT WTTH (2)Yx2' GALVANIZED
1/2' COUPLER
BOTTOM PLATE NAILED
1/2' COUPLER
WASHERS (2.000LB SHEAR CAPACITY)
_
•^
1/2'x5' LB.) CONCRETE
TO 2's6' P.T. BASE
TO 2
1/2-x12- FORGED EYEBOLT
v
-EN' MIN.
NN
WEDGE ANCHOR INTO SLAB
-
------� MIN.
THRU 2'x4P.T. BOTTOM CUTE
I
(SEE TABLE 1 fOR SPACMG).EYES
BOLTED TOGETHER WITH 1/2'x2'
BOLT & NUT WITH (2)2-x2- GALVANIZED
j(
TYPE I, II, 13, OR N PAD WITH
BLOCKING AS REQUIRED (SEE TABLE 3).
1/2'x3' (400 LB.)
�tJ'NCRETE
SIMPSON A-2SLAB BY OTHERS THROUGH
CONCRETE SLAB BY OTHERS THROUGH
WASHERS (2.000LB SHEAR CAPACITY)-
•
CONCRETE WEDGE ANCHOR
CUP
OR EQUAL LOCAL CODES AND JURISDICTION
LOCAL CODES AND JURISDICTION
JAY
30' EARTH AUGER ANCHOR
-IV((,
i
(SEE TABLE 1 FOR SPACING)
(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
t'+
4-.
F
LL-- 1P.-�.!L
1 yG
CODE VF]tSON I Fee 2017 61N EdL"n, ASCE-7
MANDFACNREN Sxma 9¢M
CONSTRUCTION TYPE
V-B
ME PROTECTION
NONE
ME SUPPFESSON S'r=
NONE ---
OCCUPANCY
SroRAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
w-180inpn
EXpDSURE
c
ENCLOSURE
ENCLOSE]
INTERNAL PRESSURE COEFFICIENT
f/- 0.1E
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
foes
ROOF LNE LOAD
;,OZ OR 300Re
FLOOR DEAD LOAD
aisF
FLOOR LNE LEAD
M 75PSF - 125FSF M.
MODULES pER auuDlnc
I 1
HURWfANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
IE4 THIN T1D SCR.
(n - -... MTB
p Deh:
LLJ 4/26/16
= Scale:
(n N/A
oe6l
I1J ALL
GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
LJJ 2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
J 1015.22.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
D INSTALLATION REQUIREMENTS TO MEET CODE
0
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J Matthew T. Baldwin P.E.
Q Florida License #64608
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DESIGN PRESSURES
ROOF +27.8
WALLS/UOORS/WINOOWS I +32.6 -292
ROOF FRAMING PLAN
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
?a
END ELEVATION
WITH GARAGE DOOR
(Owr ON amswJ
Side Nfall Header Schedule (180C)
Building Width Fasteners vd strap
Size Up to 14• Wide
raa„ e"." u Ohl (each end)
I RMWWOCI Wdlues are Or No. 2 grade Spmce�Plne-Fir lember.
NJ - Number ofiack studs required to support each and.
Window header far window openings that have more than 50% combined stud wan abae
d below, otherwise use dear header schedule.
See header details for alternate layouts, Le. 2.2'k4' or 4°x4' P.T.
The header can be attached to the top plate and thus have the combined strength
uhmient and use the maximum span stated
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1. So rARmm srxEDu1E FOR xRROWARE
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HYDROVENT DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
& DOORS
k0ELONALI
DOOR 6' WIDE OR LESS
G.F.I. T+ _NOTES-OPRONAL ELECTRIC
OUTLET
-ALL WIRING SHALL GAGE 3-WIRE MC CABLE
SOURCE N 'I --ENCASE IN ALL METAL eoxFs.
L "
WIRING DIAGRAM
(OPTIONAL)
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pmpENML U N SfORbE
CONSTRUEl10N ME
FIRE PROIECt10N
NOW
FIRE SUPPRESSOR SYSIEJ(
NOW
OCCUPANCY
SNPAOE
ALLOWASM NUMBER OF STORIES
I
WIC WINO SPEOR
V—MaRPH
E%POSURE
a
ENCLOSURE
mLIDSED
IMFANAL PRESSUI(E COEFFICIENT
♦/- D.te
IMPORTANCE FACTOR
11.15
(ROOF M MAD ISOMSF OR a00IL PoWf LOAO II
I FLOOR UYE LOAD Ism T FSF - MsMF, on. II
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Matthew T. Baldwin P.E.
z Florida Ucense #64608
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