HomeMy WebLinkAboutConstruction Plans-SETUP 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
UPUFT (PLF)
ANCHOR SPACING
20'-0"
400
V-.T
13'-8"
280
3'-0'
11'-8"
240
10'-0"
200
8'-0"
160
3'$
6'-0"
120
S-e
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
Xt
X2
X3
2'-8-
W-4"
-
10'_O"
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) VW
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 48).
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 3
PAD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD"
MATERIAL
I
2'xB"x16'
1778LBS
CONCRETE:
CEMENT
BLOCK QUALITY
AND SAND MIX
II
4'z8'x16"
3500LBS
CO
CEMENT
CRETE BLOCK QUALDY
AND SAND MIX
III
16'x16"
3950LBS
ASS PLASTIC PADS
TV
8"z8'z16'
1900LBS
CO
CEMENT
CRETE BLOCK QUALITY
AND SAND MIX
• BASED ON 2DODPSF SOIL BEARING CAPACITY (2000PSF IS TYT'ICAL)
NOTES
1. HOLLOW OR SOUD CONCRETE BLOCKS MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
Z ASS PADS REQUIRED ON 11'-8" AND IS-W 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
PALL TYPE
13'-8"
SW/DW
4.15/332
0' TO 6'
6'-0'
1936LB
I, II, III, OR IV
1879LB
I, U. III, OR N
11'-8"
SW/DW
6.00/480
Cr TO 6"
6'-0"
2558LB
I, II, III, OR IV
2558LB
I, II, III, OR IV
' 10--0-
SW/DW
5.00/400
Cr TD G
6'-0'
2400LB
I, 11, III, OR IV
2400LB
I, II, III, OR IV
8'-0"
SW
4.00/320
T TO C
6'-0.
2029LB
I, II, III, OR N
2133LB
I, II, III, OR N
6'-0"
SW
3.00/240 1
C' TO 6-
6'-0.
1658LB
I, II. III, OR IV
1866LB
I, 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.
m
rl
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 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING...
13'-8"
7.00
243
V-0' TO s-o'
10'-0'
11'-8"
6.00
208
U-Cr m 3-0'
10'-0"
vp0
8'-0"
4.00
138
V-o` TO 3'-0'
10'-0"
6'-0"
3.00
104
0'-0" TO 3'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING••
20'-0"
10.00
400
O'-T TO S-0-
5'-0'
• LOAD MA WIDTIMUM OF UPLSPACING
B IW RUNNER ' __ COLOCATION FROM END WALL OF AUGER ANCHOR ■pw!!•' U
••• MAXIMUM SPAGNG BETWEEN ANCHORS
NOTES f
1. ANCHOR SPACINC 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.
ADDIDONAL INTERIOR ANCHORS ME REQUIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS_
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NW TO AN
C BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE
TO TH
TO THE SIDE DI POSSIBLE (Mat �C�y�
T. L CIE COLA
RocC*
2-x2' GALVANIZED WASHER
LVANizEDTWASHER,- �- --
`"jg2'I'j Nut - 'a 1
eI ----'-.--
WITH 1/2- NUT
1/T THREADED Roo
OPTIONAL FOR -HIGH SEf
NOTCH OR COUNTERSINK BOLT
THRU 2.4' BOTTOM PLATE
F.1/2"_TFIREADED'TtOD.
OP IONALH-FOR•'HIGH SLT • E
�1/2-
EYES BOLTED TOGETHER WITH 1/2'x2'
BOLT & NUT WITH (2)2'x2' GALVANIZED
1/2' COUPLER
2.4- BOTTOM PLATE NAILED
r- COUPLER
I. t� T.T".- n -.t
1/2xx12' FORGED EYEBOLT `^
WASHERS (2.0001B SHEAR CAPACITY)
-
^
. . • ,��t- MIN
1/2'x5' (400 LB) CONCRETE
CHOR INTO STAB
WEDGE ANCHOR
THRU P.T. PLATE
TO 2'xe' P.T. BASE
_ _ _ MIN.
"-
S 1lrF L^cv� Y. 1
EYES BOLIIED E0IER WTTIT 1/2 x2 � 11PE I II 91 ORLNP,PAD.WITH
BOLT & NUT W, '(2)2'x2fGALYAN2E0
BEE TABLE 1 R SPACING)
ro
- A
CONCRETE SLAB BY OTHERS TROUGH
WASHERS (2�OOLB XSHEM GAPACITTT A -jxr TICKING ASaREOUIRE--O LEE TABLE 3).
�EARIH
1 /2-ED (400 ALELL/NCHOR
CONCRETE WEDGE ANCHOR
BIMPSON A-24 CONCRETE ES A BY OTHERS THROUGH
CUP OR EQUAL LOLL CODES AND JURISDICTION
LOLL CODES AND JURISDICTION
30' HUGE ANCHOR ..$I i-'
(SEE TABLE 1 FOR SPACING)
IS TABLE 4 FOR SPICING} J_ C
SHED. WITH SKID
SHED WITH SKID
SHED
WITH ENO FLOOR' OPTION
TOzPAD�OR^BL'OCKING �;
ANCHORED TO CONCRETE
ANCHORED
TO CONCRETE
TIE
-DOWN DETAILS
CODE VERSION I FTx: 201E mi Y4xb,, ASCYr] II
MANUFACRMER StiPFmn+ RYD3
V-e
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
(XXAIPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
I
RISK WIND SPEED
V.-Im
EXPOSURE
C
ENCLOSURE
Wa»gn
INTERNAL PRESSURE COEFFICIENT
«/- (L14
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10PSF
ROOF LIVE LAND
ZCP4 tR JON4
FLOOR DEAD LOAD
4P3
FLOOR LIVE LOAD
STa T6PSi - 12xs OPT.
TY RATING OF WALLS, FLOOR. ROOF
WA
MOWUS PER MWNG
I
HURRICANE PROTECTION USAGE
ILO
HURRICANE SHELTER USAGE
NA
SQ1 FOOTAGE
UDS RUN 720 SOFT.
REVISIONS
REV
DESCRIPTON
DATE
BY
I
M17 FHG
t1/12/17
NB
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GOVERNED BY LOCAL
(EMPT FROM THE FSC
ON CODE PER SECTION
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REOUIREMENTS TO MEET CODE.
is
2/5/20
Sheet: AD-1 OF 1
1
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-B-180-C
04 ALUMINUM ROOF SHEATHING
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TRUSS
2'x4' TRUSS
® 24• D.O.
MAX.
DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF 1
+27.8 -94.7
ALLS DOORS IINDDW$
+32.6 -29.2
Side Wall Header Schedule 1180C1
End Wall Header Schedule
180C
Samid Max. Span
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Fasteners w/o strap
(each end)(cl
Building Width
Size
Fasteners w! strap
Up to 14'Wide
1 � B-0'
0
4-3•x OI31•naih
(each end)
Max. Span NJ[b}
2-2k4•c gd
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1 6-XXU.13l-nal%
'1-4 4°
61-0" 0
3-3•x 0. 131'nails
a.Tabulate-awes am for No. 2 grade Spvice-Pme-Fir lumber.
b.N.l- Number agack studs required to support each end.
c. Laitl Ant
4"x4•WPx4"
8'-0" t
6-3'x 0.131'nails
a. Tabulated values are for No. 2 grade bile ine-Fir lumber.
b. NJ - Number of1'ack studs required to support each end.
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e. No Jack studs, but 2x6 stuns laid Pat
c. Window header for window openings that have more than 50% combined stud wall above
and below, otherwise use door header schedule.
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d. See header details for ettemate layouts, i.e. 2-2'k4" or 49r4" P.T.
1, Z raidw SamEE FYA XAID7Y/AK
z soma¢ rYn AlxnxhLL llaMOEls
e. The header can be attached to the tap plate and thus have the combined strength
ws�omo1(w.Yx11
a um ea aaii p ro cam InJ� �
equhalent and use the maximum span stated.
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HYDROVENT DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
OPTO AL
&DOORS
DOOR 6' WIDE OR LESS
4' t�
1
CODE INFORMATION
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311•
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4"x4" W/2%4"
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MANWACIURER
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BUADING TTPE
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cONsmuct ON TYPE
V"e
ME PROTECRON
NaliE
ME SUPPRESSION SYSTEM
NaIE
OCCUPANCY
srrpHx
AUDWABUE NUM9ER OF stalto
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EGO'OSURE
D
ENCLOSURE
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� 111Nm/JICE FACTOR 1.15
G.E.I. -I�I-F ROOF DEAD UQA0 ID?4
OUTLET NOTES -OPTION EI FCm ROOF LIVE LOAD ]oP3 W aoom Saw rya
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE � :�—sT.�..aaci`riu�'.u�w FLOOR DEAD LON la s
SOURCE N "-ENcaSE IN ALL METAL BozEs William E. tieary, III FUROR LIVE LOAD sm. TES _ I3 OPT.
L II SMP-51,sM1-]9,ICC51B5D90 •R• RADNG OF 1'IYN1S. niaOR ROOF WA
WIRING DIAGRAM Lassa GabiewPdnteTerce
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Godlo, Honda 34734 NoDuus PER BUILDING 1
WRRCANE PROIECIION I,ALE No
HURRICANE G B.M USAGE
No
IhFR W NPIIS 3'b•
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REVISIONS
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DATE
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END ELEVATION END ELEVATION Z
WRHour DOOR WITH GARAGE DOOR Etaaa .pbL aEE � Fm saE yj
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