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"0" BOTTOM PLATE.
TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH
UPUFT (PLF)
ANCHOR SPACING
20'-0"
400
S-T
13'-B"
280
S-6-
11'-8"
240
3'-fi'
10'-0"
200
31-T
8'-0..
160
S-r
120
TABLE 2
SKID RuNINER SPACING -
SHED WIDTH
X1
X2
X3
1'-164'
1'-1q"
2--8-
6'-4-
-
10'-0"
V-7-
6-10'
-
8'-O"
0'-9"
6'-6-
6.-0.
0'-10"
51"
-
-VALUES ME FROM END OF JOIST TO CENTERS OF (2) 4-.4-
SODS ONLY. 13'-e' 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)4-1144-
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.
i 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.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
I
TABLE
PAD
3A
TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD•
MATERIAL
1
2"x8"x16"
1778LBS
CONCRETE
CEMENT
BLOCK
AND SAND
QUALITY
MIX
II
4'x8"x16"
3500LBS
CO
CEMENT
CREFE BLOCK QU
AND SAND MIX
III
16-06-
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LBS
CONCRETE
CEMENT
BLOCK
AND SAND
QUALITY
MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLD CONCRETE BLOCKS (SW.15') MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ASS 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
AD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-B"
SW/DW
4.15/332
O" T7 a"
6'-0'
1936LB
I, II, III, OR N
1879LB
I. II, III, OR N
11'-8"
SW/DW
6.00/480
0' 10 6'
6'-0'
255819
I, II, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
O" TO 6'
6'-0'
2400LB
I, II, 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
2133LB
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
• LOTH WIDTH OF UPUFr ON RUNNER
aPAD S 1PACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CETTTR.
3. USE SAIJE MAXIMUM SPACING FOR INTERIOR SPACING.
RECEIVED
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
Y-e TO S-Or
10'-0"
11'-B"
6.00
208
0'_cr TO 3'-0-
10'-0' _
50011"
__ 174
1V-V TO 3,-(r
,10'-0
8'-O'
4.00
138
(1-T TD S-o*
10'-0"
6'-0.
3.00
104
0-0- TO S-o'
10'-O'
TABLE B
30' AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR --
MAX. INTERIOR SPACING•••
20'-0"
1 10.00
1 400
1 0'-0' TO 3'-T
1 5'-0'
• LOAD WIDTH OF UPUFF ON RUNNER
0 S
TION ROM END WALL OF AUGER
MAY 1010
»•`MMAIOIMUM SPACING BETWEEN ANTI RSANCHOR
Permitting Department
1NOTANECHOR SPACING IS DESIGNED AS PER ASCE-7.
St. Lucie County
2. ALL MEASUREMENTS ME CENTER-TO-CENVUL
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ME REOUIRED IF SPACING IS MORE THAT 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.
_ va
..
_
2.4. GALVANIZED WASHER "
2'4' GALVANRED WASHER
WITH 1/Y NUT
1/2' THREADED ROD
1 /2�'{iHRFlDEU R0
EYES BOLTED TOCErHER WITH 1/2"4'
OPTIONAL FOR T9GH
1/2' COUPLER
NOTCH OR COUNTERSINK BOLT
THRU 2'x4' BOTTOM PLATE
OPTIONAL FOR_SEf _
BOLT h NUT WITH (2)2"x2" GALVANIZED
CAPACITY)
21C BOTTOM PLATE NAILED
N/2- COUPZER
]�",
-�1%2 xi2 FORGED_LYEBO�-'b'ea+."�
WASHERS (2XIDOW SHEAR
-
�4" MIN.
1/2'x5' (400 IBJ CONCRETE
GE
WEDGE ANCHOR INTO SLAB
TO 2"xB' P.T. BASE
--------MIN.
a :. • • •
THRU 2'P.T. BOTTOM PATE
ELT BOLTED TOOT T1tIE1/2 z2 '' �
Ash" TPE^ OR N PAD WRH
G
(SEE TABLE 1 FOR SPACING)
Ia_______
)2*x2 x xllk'➢I
BOLT & NUT"Wm1 (2)2 x2c(+1LVANIZED
WASHERS (2000LS!SHEM CAPACRYj TILOCKI G AS REOUI ED�($EFa TMLE 3).
1/2 3- (400 LB.)
CONCRETE WEDGE ANCHOR
SIMPSON A-24 CONRETE SLAB BY OTHERS THROUGH
CUP OR EQUAL LOCAL CODES END JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
30 EARTH AUGF,ftC,ANCNOR �� -
(SEE TABLE 7 FOR SPACING)
,f:
(sEE TM 4`Fo �sP mc)„�,•- „�....�.
S �'- -•-
I J_ ITH:5KID
SHED WITH SKID
SHED WITH
FLOOR' OPTION
TO PADfORN'BLOCKI�
ANCHORED TO CONCRETE
ANCHOREDD
TO CONCRETE
TIE
-DOWN DETAILS
l)
CODE VERSION
T� Sat] ea, f2alm, Aaf£-]
MANUFACTURER
SUPDUA lens
BUILDING TYPE
fis u 51oNGE
CONSTIMMON TYPE
V-B
FIRE PROTECTION
ERNE
ME SUPPRESSON SYSTEM
NaNE
OCCUPANCY
SICRAIf
ALLOWABLE NUMBER OF STORES
1
BASIC WINO SPEED
V.-fmnpn
EXPOSURE
C
ENCLOSURE
H U:SS)
INTERNN. PRESSURE COEFFOENT
./- ata
IMPORTANCE FACTOR
1.15
ROOF DEAD LOTH
IOPSF
ROOF LIVE LOAD
2DPiF pR lOOIOv
FLOOR DEAD LOAD
ePss
BOOR LIVE LOAD
S16 TLPY - UMFSF OPT.
•R• RATING OF WALLS, FLOOR, ROOF
WA
MODOLES PBT BUILDING
1
HURRICANE PROTECTION USAGE
Ip
HURPoGNE SHELTER USAGE
M
SQUARE FOOTAGE
Ds TIM ]2D SQAT.
.REVISIONS
REV
I DESCRIPTION
DATE
BY
1
12017 M
11/12/17
Ore
2
a1pAiD YCNW 6• AFL 411E INOIOR TxNi51M1
5/25/10
YR
(n (TB
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LLJ 4/26/16
Xol¢
(n N/A
ul.
LLJ ALL
p GENERAL NOTES
1. FOUNDATION PLANS ME NOT PART OF THIS
PUN SET AND ME GOVERNED BY LOCAL
JURISDICTION.
LJ.J 2. THIS BUILDING IS EXEMPT FROM THE FBC
J ENERGY CONSERVATION CODE PER SECTION
1016.22.
M 3. REFER TO TIE -DOWN DETAILS FOR PROPER
D INSTALLATION REQUIREMENTS TO MEET CODE.
O
-d REVIEWED FOR
O®E CORAPL1ANCE
T. LUCIE COUNTY
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1/9/19
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2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-B-180-C Side Wall Header Schedule (180C) End Wall Header Schedule (180c)
Foswo,se w/o step _ k
Building Width Slze(dj Max. Span NJlbj each e c) t
D4 ALUMINUM ROOF SHEATHING 8¢e Up to 14'Wide Fasteners w/st2p lixc 60' 0 4-3'X0.131'nails �-
(each end) --- — —
•-0° MAX. wim. Bpan NJ{D) 2-2k (c) B.m Did) 6-3•x0.131-rlxila
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m
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TRUSS
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MAIL O.C.
b. NJ- Number arjack studs required to support each end.
4k4'v/a46-0" 1 6-3'z 0.131'nails
a. Tabulated Number
ofj are for s r 2 fired t SpmceFia each
end.
c. No Jack
b. NJ - Number ofjack studs required to support each end. tl. No Jack studs. but 26 studs laid AaL-------- ) .--�.,,_
C. Window header for vrintlw+openings that hale more than SO%combined stud wall abole -„
and below, othenAse use door header schedule. Ydata
d. See headerdetails for attemate layouts, i.e. 2-2'k4t. SEE FAtiTETIm srRavAs rm HvvAARs° or4'x4' P.T. a sz 1EU'm saanuE NRnxaNt R
e. The header can be attached to the top plate and thus hale the combined strength sAND "It. Nu.`E ER To -WHE .4" MO't
CODE WFOR TION
equivalent and use the maximum span stated. CODE vElmoN mr 111pi F �7•
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HYDROVENT DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
OP 0 AL
& DOORS
DOOR 6' WIDE OR LESS
Zd
A x4" W/P W
MANUFALRURER
SUPOWe scans
BNIBING TYPE
spy s7mvf
CONSTRUCTION TYPE
v"B
ME PROTECTION
IME
PRE svPPR®SUN SYSTEM
KW
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AUZWABLE NUMBER OF STi
1
SAM WING SPEED
vr1BOlOA
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ENCLOSURE
B1tlD5m
a91FRNAL PRESSURE 000maw
a/- els
IMPORTANCE FACTOR 1.15
ROOF DM LBAB 1005E
G.P.I. — + NOTES -OPTION 0 ECTRI . ROOF LIVE LOAD amsFm 3005 wM INn
OUTLET ♦ O,�. K
-ALL WIRING SHALL BE 14 GAGE S-WIRE MC GBIP �L`�?w�u ''�.�ii.'t1 FLOOR OFOD L04D ImsP
N 1 r -ENCASE IN ALL METAL BO%ES Willian E. Nes , III I FLOOR LIVE LOAD STD. Ta>sc - 17bP5F OPT.
DESIGN PREssuREs
SOURCE
Ir
SMP-51, SMI-79, ICL 5195040
'"•
Roof ROOF
FRAMING PLAN
L
WIRING DIAGRAM
106190aW,,PPinte Terrace I
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N/A
MOGu(Es Pm Bu9rnNc
t
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ALLS DOORS/WINDOWS -29.2
(OPTIONAL)
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SOU,NE ROOTAGE
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END ELEVATION
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END ELEVATION E D ELEV TIO Z
WITHour DOOR WITH GARAGE DOOR Rom' • stE snsn.r FOR SUE w
(MA. WN them FLOOR FRAMING PLAN m Sheet SSB-1 OF 1