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"4" WEDGE ANCHOR THRU THE
2"x4" BOTTOM PLATE.
TABLE 1
A CHORI G TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
3'-0"
13'-8"
280
S-6"
240
S-e
10'-0"
200
S-T
160
S-6"
6'-0"
120
S-e
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
V-104"
1'-104"
V-10i"
11'-8"
2'-8"
6'-4"
-
10'-0"
V-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 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 �"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
I
2"x8"x16"
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"x8"x16"
3500LBS
CO CREPE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
8"x8%16"
1900LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-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
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"
6'-0"
2558LB
I, II, III, OR IV
2558LB
I, II, III, OR IV
1 O'-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
240OL13
I, II, III, OR IV
2400LB
I, II, III, OR IV
8'-0"
SW
4.00/320
0" TO 6"
6'-0"
2029L.B
I, II, III, OR IV
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
Cr 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 INTERIOR SPACING.
RECEIVED
NOV 0:2 2020
Permitting. Department
St, Lucie County
LLU
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 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"
UPLIFT (PLF)
END ANCHOR"
MAX. INTERIOR SPACING"""
13'-8"
- 7.00
243
O'-0" TO 3'-0"
10'-O"
11'-8"
6.00
208
0'-0" TO 3,-0"
10'-0"
10'-0"
5.00
174
0'-0" TO S-T
10'-0"
4:00
' {1r38w'
e Q -0 TO 3-0�L
10'-0"
6'-0"
3.00
104
0'-0" TO S-e
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW"
UPLIFT (PLF)
END ANCHOR"
MAX. INTERIOR SPACING"""
20'-0" -
10.00
400
0'-0" TO 3'-0"
5'-0"
" LOAD WIDTH OF UPLIFT 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 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 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 SIDE AS POSSIBLE,
2"x2" GALVANIZED WASHER--- ^/-
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
1/2" THREADED ROD
,,�''�
;- +'' ��
WITH 1/2• NUT , r. _
OPTIONAL FOR "HIGH SET"
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD =;_ s
OPTIONAL FOR "HIGH SET" /. +,�
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUi WITH (2)2"x2" GALVANIZED
1/2" COUPLER
THRU 2"x4" BOTTOM PLATE
2"x4" BOTTOM PLATE NAILED
1/2" COUPLER /! �, / %
�./ b',%^
WASHERS (2.000LB SHEAR CAPACITY)
_
" MIN.
1/WEDGE400 ANCHOR INTOCONCRETE
SLAB
TO 2"x6" P.T. BASE
MIN.
..�-
1/2"x12" FOR GE BOLT ��,,
n .. < . a I
THRU 2"x4" P.T. BOTTOM PLATE
I' -------
'
EYES BOLTED TOGETHER WITH 1/2SQ;,- -aFs y
(SEE TABLE 1 FOR SPACING)
b--------------"
BOLT & NUT WITH (2)2"x2 GALVANIZEDy �-. T�Y,P,,E. I II III�OR N PWfTFF
/ BLOCKI G AS `REOUIREDi(SEE�T�ABLE 3).
WASHERS (2.000LB SHEAR CAPACIT)T) i A
i r r
30" EARTH AUGER ANgitOjR
1/2"x3" (400 LB J
CONCRETE WEDGE ANCHOR
(SEE TABLE 1 FOR SPACING)
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CUP OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
(SEE TABLE 4 FORcING
�SHEDrWIT+S
SHED WITH SKID
ANCHORED TO CONCRETE
SHED
ANCHORED
WITH 'NO FLOOR' OPTION
TO CONCRETE
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-DOWN DETAILS
CODE VERSION
F8C 2017 Bth EdRbn. ASCE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
iuF ICED BUXD1 iG
R61D LA STORAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vs-180mph
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.18
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
2OPSF OR 3001b"
FLOOR DEAD LOAD
8PSF
FLOOR LIVE LOAD
STD. 75PSF - 125PSF OPT.
•R" RATING OF WALLS, FLOOR. ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
No
SQUARE FOOTAGE
LESS THAN 720 SOFT.
REV I DESCRIPTON I DATE BY
1 2017 FBC tt/12/17 MTB
2 1 GROUND ANCHOR a AF.G MAX, ANCHOR EXTENSION 5/26/18 1 MIB
U) _. _... MTB
Q Dote:
W 4/26/16
= Scale:
Ln N A
odel
LJJ ALL
GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
L11 2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
J 1016.22.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
:D INSTALLATION REQUIREMENTS TO MEET CODE.
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Matthew T. Baldwin P.E.
Florida License #54608
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Sheet: AD-1 OF 1
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-B-180-C
T� D4 ALUMINUM ROOF SHEATHING
U—U MAX.
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RUNNERS
RIDGE
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END W
ff TRUSS
2'x4' TRUSS
® 24" O.C.
MAX.
DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
+27.8/-94.7
WALLS/DOORS/ INDO
+32.5/-29.2
2.4
2.4 SL
F OOF
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
WITHOUT DOOR
2.4 BLDCIONG
END WALLS
2.4 SOLE
WARES 6'-0' TO 13'-W—
END ELEVATION
WITH DOOR
END ELEVATION
WITH GARAGE DOOR
(ONLY ON WALL)
• P3. ATTACHED WITH
OR EOUIVALEM. SEE
E 2 FOR OL,AN,TrY AND
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4
Side Wall Header Schedule (180C)
Building Width Fasteners w/ strap
Size Up to 14' Wide
Max. Span NJ{b} (each end)
1-4"x4" 6'-0" 0 3 — 3' x 0.131' nails
x4• w2"x4" B'-0" 1 6 — 3• x 0.131' nail,
Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
NJ - Number oflack studs required to support each end.
Window header for window openings that have more than 50% combined stud wall above
d below, otherwise use door header schedule.
See header details foraRemate layouts, i.e. 2-2"x4" or4"x4" P.T.
The header can be attached to the top plate and thus have the combined strength
uiwlent and use the maximum span stated.
WALL Sam
I
II
I j �EXIEROR
SHEATHING
SHFAIHIN6
I II I II
I II I II
� I I
11Wy2AA''�xL,ll2' OR 16'x4' BEr"
�� 'r0 SfS7H�ING AS PER SECURED
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
(OPTIONAL
(2) 2'x4- WITH 1/2• PLYW000
0R OSB FILLER OR OW-41
12' MAX.
SIDE WALL WINDOWS
& DOORS
'l1OTE5
1. SEE -FASTENER SCHEDULE FOR HAROWAE IREM*1115.
2 SEE SQIEDUIE Eqt ADDITIONAL 1_
3. YRXUOII H�EADOs xAYE OWmNED 6aX oft OfE WALL FRAMING ABOVE
A1N BrlOW. O H RWISE REFER TO DOOR HEADERS.
HEAD 2•x4-
ER
2'x4'
4'x4'
END WALLS WINDOWS & 4"x4" W/2"x4"
DOOR 6' WIDE OR LESS
G.F.I. I
0 UTLET OTES N—OPTIONAL ELECTRIC
—ALL WIRING SHALL BE 14 GAGE 3—WIRE MC CABLE.
SOURCE N " —ENCASE IN ALL METAL BOXES.
L "
WIRING DIAGRAM
(OPTIONAL)
WALL
SEE H MER
kL
1x4 RUNNER
ON INSIDE
g
2x4 STUDS O
24' O.G MAX.
STUDS SECURED TO SOLE
FLOOR FRAMING WmH 0.01
")x12- STRAP W/I,-1Od N
^[` 7^TAP tINF NEESttNf.. ,1C
William E. Neary, III
SLAP-51, SNr:I-79, ICC 5185040
10649 Oawierr Pointe Terrace
Gotha, Florida 34734
UPOSHEATHINGOTIN
WALL
2.4 SOLE PLATE
FLOOR FRAMING
STANDARD WALL DETAIL N— WALL FRAMING MFJLBERS ARE CONTINUOUS FROM
FOUNDATION SILL.- ROOF AND RFD ffi;gE A
WITH DOOR & WINDOW OPTIONS GONRNUOUS LOAD PATH WHERE 1 L IIFLOeERs ARE
Nor mNDNtqus. SHEET METAL PS aR cups
SHALL TIE FORMED OF GALVMUED STEEL. OF NOr LESS
THAN 0.040• NOMINAL TMCF(NESS.
OR JOIST. SEE SCHEDULE FOR SQE
FLOOR FRAMING PLAN
TABLE 2
SEED Wme
x1
x2
I 10
8'-0'
O'-9•
6'-6•
-
6•-0•
= Z. = ,MF ) SITS 6 =
2.5 P.T. 24' D.C. 71'P.
OPTIONAL 125PSF O 16- O.C.
TV. WITH 3/4' T&G PLYBOYHD
4-x4- P.T. ATTACHED "
H24 OR EOUANYTABL FOR D
CODE VERSION
BUILDING TYPE
""^"" iZL """"P
RESTOFMW. U H STORAGE
CONSTRUCTION 'TYPE
V—B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vr18Omph
ENCLOSURE
ELVCI
INTERNAL PRESSURE COEFFICIENT
+/— O.1B
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
3OPSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
SM. 75PSF — 125PSF OPT.
'R• RATING OF WALLS, FLOOR. ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
719 SOFT. OR LESS
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SS—B-180C
FOUNOA7IDN PIANS ARE Nar PART OF THIS PLAN SET AND ARE
GOVERNED BY LDO,L JURISDICTION.
THIS BUILDING 1 MV r FROM THE FBC ENERGY CONSERVATION
CODEPER SEGUO 101522
REFER TO TE- OETADS FOR PROPER INSTAlUTION
REOUfRE,/eTTS TO COOS
ALL SPUDS• RAFITI .., TRUSSES. ETC. ARE 2.4 f2 sw. EXCEPT
AS NmED.
acruaas OVER 400 So. FT. WILL RAVE AN BO• MINIMUM
DOOGUTTERS TO BE INSTALLED ON -SUE BY OTHERS 7HRU LOCAL
A�IL�WTNDOWS AND DOORS TO WEFT THE MINIMUM SPECIFICATIONS
AS PER FLDR@A BUILDING CODE
FIAT METAL STRAPS CAN BE BENT AROUND STRUCIURAL MEMBERS
OF AIL STUDS. TRUSSES, CHORDS. Err. TO HELP SECURE THESE
M t#>is; PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE
..............
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STATE
110 ''. OF \
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Matthew T. Baldwin P.E.
Florida License A64608
Sheet_ S S B —1 OF 1