HomeMy WebLinkAboutBuilding 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
A CHORI G TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
3'-0"
13'-8"
280
3'-0"
11'-8"
240
3'-0"
10._0"
200
S-6"
8'-0"
160
3,-0"
6'-0"
120
3-0"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
1-1w
1•-10}"
V-101"
11'-8"
2'-8"
6'-4-
1 v-b"
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.
_-EYELET AT
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) "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"xtfi
3500LBS
CONCRETE BLOCK QUALITY
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 (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'-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"
6'-0'
2558LB
I, II, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
2400LB
I, It, III, OR IV
2400LB
I, II, III, OR IV
8'-0"
SW
4.00/320
0" TO 6"
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
0" TO 6'
6'-0"
1658LB
I, II, III, OR IV
1866LB
1, II, III. OR IV
* 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.
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
0'-0" TO 3'-0"
10'-0"
11'-8"
6.00
208
0'-0" TO S-e
10'-0"
8'-0"
4.00
138
0'-0" TO S-T
10'-0"
6'-0"
3.00
104
U-d' TO S-0"
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.
OODE
G -1 - COMPLIANCE
L�CIE COUNTY
Z"x2" GALVW IZED/ ASH-
SNUT
®c c
2"x2" GALVANIZED WASHER f'"Jy y,�o
1/2" THREADED ROD
WITH 1/2' NUT t•jF
OPTIONAL FOR HIGH SET'
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD ` '
OPTIONAL FOR "HIGH SET" o�"7 "j%,.may f)
�/
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH (2)2"x2" GALVANIZED
1 /2" COUPLER
THRU 2"x4" BOTTOM PLATE
Z�2"x4" BOTTOM PLATE NAILED
1/2' COUPLER �• -°'-t- r' /l
I r .,
NG
WASHERS (2.000LB SHEAR CAPACITY)
-
" MIN.
1/2"x5" (400 LB.) CONCRETE
TO 2"x6" P.T. BASE
4" MIN.
4
1/2'X12" FORGED EYEBOLT - L [
g}
`=`�
c ..
�4"
a a a II
EDGE ANCHOR INTO SLAB
THRU 2"x4' P.T. BOTTOM PLATE
� �.
- japAnr
EYES BOLTED TOGETHER WITH 1/2"x2� � � �� -& r
BOLT & NUT WITH (2)2"x2" GALVANIZEDf i ,,., TYP£E;�I If III�,OR IV PAD WITH
WASHERS (2.000LB SHEAR CAPACITY)= •BLOCKING AS REQUIRED (SEE TABLE 3).
1 2"x3" (400 LB.)
/
CONCRETE WEDGE ANCHOR
SIMPSON A-24 CONCRETE STAB BY OTHERS THROUGH
CLIP OR EQUAL LOCAL CODES AND JURISDICTION
(SEE TABLE 1 FOR SPACING)
A ------
r CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
� �
(SEE TABLE 1 FOR SPACING)
�L
30" EARTH AUGER ANCHOR,— � ff
(SEE TABLE 4 FOR SP.ACING)�,,
WITH. SKID
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
,SHED
TO��PAD OR/BLOCING
ANCHORED
TO CONCRETE
ANCHORED
TO CONCRETE
TIE -DOWN
DETAILS
cil r
CODE VERSION
FRC 2017 Bth Editb", ASCE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
IUF NRED BUILDING
RESIOM LAVM STORAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Va-180moh
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
2OPSF OR 3001W
FLOOR DEAD LOAD
BPSF
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.
REVISIONS
1 12017 FBC n/iz/n MTB
2 GROUND ANCHOR 6' A.F.G " ANCHOR E70ENSION 5/26/18 M1e
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GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
1015.22.
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
2/5/20
Sheet; AD-1, OF 1
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2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-B-180-C Side Wall Header Schedule N80C1 End Wall Header Schedule (180C1
•y Fasteners w/o strap
✓` BuildingWidth Sized} Max. Span NJ(b} w A
(each endxc}
Strap
+> r
D4 ALUMINUM ROOF SHEATHING Fasteners w/ st- i
J Size Up to14'Wlde 1-7'x4" 6'-0• 0 4-3°x0.131"nails
M S NJ (each end) 2-2"x4"(c) I 9-W 0[d} 6 - 3° x 0 131' nails
0 -0 MAX.
1x4
RUNNERS
END WA
TRUSS
2"x4" TRUSS
® 24" O.C.
MAX.
DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
+27.8 -94.7
ALLS/DOORS/WINDOWS
+32.5/-29.2
ax. pan 1-1 .
1-4"x4" 6'-0" 0 3 - 3° x 0.131" nails a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number of jack studs required to support each end. _
4"x4° w2'x4" 8'-0" 1 6 - 3" x 0.131" nails c. Laid flat
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. !-' -
d. No Jack studs, but 2x6 studs laid flat. } < -
b. NJ - Number of jack studs required to support each end.
c. Window header for window openings that have more than 50% combined stud wall above L
and below, otherwise use door header schedule.
1. SEE FASOER SCHEDULE FOR HARDWARE REW I�RFt�,EN
d. See header details for a@emate layouts, i.e. 2-2"x4" or 4"x4" P.T. z SEE saEDULE ADDrtraNAL 417 ".
e. The header can be attached to the top plate and thus hate the combined strength 3. O DRE
NEDTO DDOOORR HEADERS, OR oRE � ANC ABOVE
CODE INFORMATION
equivalent and use the maximum span stated. CODE VERSIONFBC 2017 sm EM- ASOE-7
2014'HEC
MANUFACTURER SUPERIOR SHEDS
P::12*x12'
BUILDING TYPECONSTRUCTION TYPE V-B
SHEANG ER2. 4• FlRE PROTECTION NONE
FlRE SUPPRESSION SYSTEM NONE
W z z4" WITH 1/z• PLYWOOD 2 n4• OCCUPANCY STORAGE
OR OSS FILIM OR (1)4'x4'12' OR 16'x4' BEIwEEN 4°+4° ALLOWABLE NUMBER OF STORIES SRN& VENT IS SECURED
FAAMIS rm UOnONs t2` MAxBASIC WIND sP®v-1emq*
HET DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE O
(OPTIONAL & DOORS DOOR 6' WIDE OR LESS
4"x4" W 2%4" ENCLOSURE ENCLOSED
- INTERNAL PRESSURE COEFFICIENT +/- 0.18
IMPORTANCE FACTOR 1.15
\11 /+ ROOF DEAD LOAD IOPS
G.F.I. F
OUTLET -�+ NOTES-oPnoNAL ELECTRIC ROOF LIVE LOAD 3OPSF OR 3o0m POINT LOAD
_ tTurLwFe4rr.MerniPr.r:Lc FLOOR DEAD LOAD 1OPSF
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE �>r ir�� •o�"^�'rr
SOURCE N t r -ENCASE IN ALL METAL BOXES. William E. tieary, III FLOOR LIVE LOAD STD. 75TPW - 126PST OPT.
L L L Srv1P-51, Shi€-79, ICC 5185O'Lo W RATING OF WALLS, FLOOR, ROOF N/A
DI WIRING
ING DIAGRAM 10649 Oaktierr Pointe Te ace
(OPTIONAL) DIGR Got'',a,Flodda34734 MODULES PER BUILDING ,
HURRICANE PROTECTION USAGE No
HURRICANE SHELTER USAGE
No-
MRDc OR ALPINE 21W
END WALL
•DOOR & WND°f, lDIATIONS VARY
SQUARE FOOTAGE
719 SOFT. OR LESS
OR EQUAL
REVISIONS
4-
zti4- cotlALt
E 2-
s DETAIL
REV
DESCRIPTION
DATE
BY
�ALPIN
OR
D4 ALUMINUM WALL
/ j / j SHEATHING OPTIONS
/
3• MAX 7x4 1
SEE HEADER / .
DETAIL
�. O�
_
1x4 RUNNER
ON INSmE
j / / j
LLI
Drawn By
MTB
2x4 0
B'D�+G
/ /
END AILS
§
/ /
.Z-_I
Z
Date:
12/12/17
/
WALL
Seale:
~
N/A
2x4 STUDS O
2x4 SOLE PlA7E
fJ7 W
odel )
24 a.c. MALL
FLOOR FRAMING
W
SS—B-180C
2x4 SOLE PLATE
2.4 SOLE RATE
a
1. FO OATIO PANS ARE NOT PART OF THIS PLAN SET AND ARE
FiDOR mAMING
w
GOVERNED BY LOCAL JURISDICTION.
III
\_ALL STUDS SECURED TO SOLE PLATE
_
(lf .-I
2. THIS BUILDING IS DIEUPT FROM THE FBC ENERGY CONSERVATION
CODE PER SECIIO 101622.
AND FLOOR FRAMING WITH 0.039"
0-
FOR PROPER DISTAUATION
3 RETTR TO Re-1-CODE.
L! LJ
x
LA
L�
(Imm)x12" STRAP W/a-1oa NAM STANDARD WALL DETAIL
oR EQUAL
NOTE: WiLL FRAMING Md/BQis ARE camNuous FROM
Q
REQUIREMENTS TO CODE
WITH DOOR & WINDOW OPTIONS
FOUNDATION STILL TO ROOF AND SE1WRE%Tp Eli Z A
CONTINUOUS LOAD PATH. WHERE WALL Ml7laETtS ARE
~ O
4. ALL STUDS, RAFTERS. TRUSSES, ETC. NE 2x4 /2 SR', EXCEPT
AS NOTED.
-VARIES 6'-0• TO 1S-a•
HIES 6•-0• TO t3'-0•- �
FLOOR y�c
- 3/4• PLYWOOD
Nor ownNuous. SHEET METAL PS TIES OR CUPS
BE FORMED"NOMI OF GN VAN® SPED of }LOT LESS
U
5. STRUCTURES OVER 40D SQ. Fr. WILL HAVE AN BO" MINIMUM
ELEVATION CROSS—SECTION
END ELEVATION
4'xs- P.T. ATTACt®
HzB aR EO SE
- 3/4" P.T. PLYWOOD
- 3/4" T&G
THAN
THAN O,Ob• NOMINAL 1FOg0(FA
Ll.l
DOOR
& cUnETs 70 $ INSTALLED ON -SITE BY OTHERS THRU LOCAL
TYPICAL ARCH FRAME
WITH DOOR
R QUANTITY
TAB FOR OIIANIRT AND
- 3/4" P.T. T8S
Ld
V�
CODES
7. AIL WINDOWS AND Doora TO MEET THE MININuM SPECIFlCATIONS
-0
0
AS P¢2 FLORIDA BUILDING CODE
a,FUT METAL STRAPS MEMBERS
_�
- --
-CAN BE BEY4T NtOIINI) sTRucTuRAI.
OF 11/Al1 S7UD5,_TRUSS'ES, CHORDS. ETC.. TO HELP SECURE THESE
i°
W 2x4LRAT
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