HomeMy WebLinkAboutSHED PLANSl qo l- oa7
SETUP AND INSTALLATION OF SINGLE WIDE SHED
SETUP AND INSTALLATION OF DOUBLE 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
ANCHORING TO CONCRETE
SHED WIDTH
UPUFT (PLF)
ANCHOR SPACING
20'-0"
400
S-T
13'-8"
280
s-6
11'-B"
240
S-6"
10'-O"
200
3'-0"
8'-0"
160
S-6"
6'-0"
120
S. B.
TABLE 2
SKID RUNNER SPACING"
SHED WIDTH
X1
X2
X3
13'-B"
1'-10}"
1'-10)"
1'-10)"
I V-8"
2'-8"
V-4"
-
10'-0"
V-7"
6'-10"
-
8'-O"-
6'-0"
0'-10"
51"
-
VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. B" WIDE SHEDS HAVE (4) SETS OF SKIDS.
-1. BUILDING -IS PLACED -IN- REQUESTED LOCATION- THE -FIRST SECTIOR 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)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
DIMENSIONS
MAX. LOAD•
MATERIAL
2"x8"x16"
1778LBS
CONCRETE
BLOCK QUAUTY
CEMENT
AND SAND MIX
FlYPEPAD
4"x8"x16•
3500LBS
CONCRETE
BLOCK QUALITY
CEMENT
AND SAND MIX
16"at6"
3950LBS
ABS PLASTIC PADS
8"x8"x16•
19OOLBS
CO CREIE BLOCK
QUALITY
CEMENT AND SAND
MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SCUD CONCRETE BLOCKS (8"x8"067 MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT RONFORCING.
2. ASS PADS REQUIRED ON 11'-8" AND 1V-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
I SIDE RUNNER
PAD TYPE
13'-B"
SW/DW
4.15/332
0" TO 6"
6'-0"
1936LB
I, II, III, OR IV
1879LB
I, II, III, OR IV
11'-B"
SW/DW
6.00/480
Cr TO 6"
6'-0"
2558LB
I, II, III, OR IV
255SLO
I, II, III, OR IV
10'-0"
SW/DIN
5.00/400
0` TO 6"
6'-0"
2400LB
I, II, III, OR IV
2400LB
I, II, III, OR IV
8'-0"
SW
4.00/320
0" TD 6"
6'-0"
2029LB
I, II, III, OR W
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
0" TO 6"
6'-0"
1658LB
I, It, 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.
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 LES.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 43.
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,-T TO S-O"
10'-0"
11'-8"
6.00
205
0-0" TO S-T
10'-0"
10'-0"
5:00
1,74
0'-0" TO 3'
10" M
8'-0"
4.00
138
V-c TO 3-0"
10'-O"
3.00
104
0'-0" TO 3'-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"
MAR 13 2019
• LOAD WIDTH OF UPLIFT ON RUNNER
END WALL OF
•••`OMACAXIMUM SPACING BETWEEN ANCHOM RS
Lucie
NOTES
Coun ty7 Permittin 9
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.
ADDRIONAL 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 PIACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE
2^k2" GALVANIZED WASHER
2"x2" CPLVAVIZEO WASHER
WITH 1/2" NUT
_
WITH 1/2" NUT
1/2" THREADED ROD
OPTIONAL FOR "HIGH SET"
NOTCH OR COUNTERSINK BOLT
J(g" THREADED R00
EYES BOLTED TOGETHER WITH 1/2"x2"
THRU 2"x4" BOTTOM PLATE
OPTIONN. FOR "NIGH SET"
BOU & NUT WITH (2)2"x2" GALVANIZED
1/2" COUPLER
2"x4" BOTTOM PLATE NAILED
1 /2" COUPLER
C
WASHERS (2.000LB SHEAR CAPACITY)
_:
TO 2"x6" P.T. BASE
1/2'x12" FORGED EYEBOLT
'� MIN.
WEDGE ANCHOR INTO STAB
THRU 2"xd" P.T. BOTTOM PLATE
-_---"-- • MIN.
•rnt_
e
I
(SEE TABLE 1 FOR SPACING) ----
(S
-°-------
TOGETNEft, WI i/2'x2"
EYES BOLT
BOLT & N WITH 1(2)21*2 GALVANIZED
E L 11, 111, OR NLPAD WID1 aw
1/2 x3" (4OD
BY OTHERS THROUGH
CONCRETE SLAB BY OTHERS THROUGH
WASHERS (2.000LB SHEAR. CAPACITY)
BLOOMING ASZREQUIREOT SEE TABLE 3).
yor (--
CONCRETE WEDGE PNCHOR
ANCHOR
CUP
CUP
EA-24QUAL LOCAL CO ES A
OR EQUAL LOCAL CODES AND JURISDILRON
LOCAL CODES AND JURISDICTION
TI
(SEE TABLE 1 FOR SPACING)
30". AUGERiANCHOR
(SEE TABLE 4SEOR s>ACING)
SHED
WITH SKID
SHED WITH 'NO
FLOOR' OPTION
SHE
TO RADl1 -
SKID
0R4IOR�HLOCKING
ANCHORED
TO CONCRETE
ANCHORED
TO CONCRETE
TIE
-DOWN
DETAILS
is ■ aa;4a 'w %v Id
CODE VERSION
FBE 2017 sa EGlipy A -7
M4NFALTIRER
SUp R SHEDS
BUILDING TYPE
-TwVE RED-00
Reu.a u*N sroRAOE
CONSTRUCTION TPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
S10PALE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
V-2..h
ENCLOSURE
M.a
WRRNN_ PRESSURE COEFFICIENT
a/- 0.15
IMPORTANCE FACTOR
Lt5
ROOF DEAD LOAD
toP
ROOF WE LOAD
30PSF OF b01ea
FLOOR DEAD LOAD
6PSF
FLOOR ENE LOAD
M. 75PSF - 10FSF OPT.
"R" RATING OF WALLS, FLOOR, ROOF
K/A
PER
XERRCANE PROTEC110N USAGE M1U
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE us TRRm no WxT.
1 3 f:RQMO ONCipR 6' Ai.E Wl[. M1Clpft FJap14JN 15126/181 We 11
(n
W
LLJ
0
LLJ
J
m
D
0
0
5.
w
J
0
Z
(n
I
LJJ
C)
5
0
z
0
J
a
V)
z
ARE NOT PART OF THIS
GOVERNED BY LOCAL
2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
1015.22.
3 REQUIRERM E.
BY
St. Lucie Counb
l
6/1/18
Motthe'vi T. Baltlwin P.E:
Florida License #64608
Sheet_ AD-1 OF 1
PSI APPROVAL 2018' '18
r-D4 ALUMINUM ROOF SHEATHING
'-0- MAX
m
n
R
1.4
NERS
0RIDGE
L?
END *A
TRUSS
Yx4' TRUSS
O�Y4' O.C.
WALLS/BOORS
DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
1 +27.8 -94.7
NDo
+32.5/-292
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
9LL
END ELEVATION
WITH GARAGE DOOR
Le9T m EmIb+U
Side Wall Header Schedule (180C)
BulidngiNi th
Fasteners w/strap
Size
Up to 14' Wide
(each end)— -
_ _ — _Max. SPan_ __—.
_ —_ _ _N.4h?_
14'x4'
8-0'
0
3-3'x0.137mals
47x,l eV&G4•
U-11'
1 1
16-3•x 0.131'naHs
a. Tabulated values are for No. 2 Breda Spmce-Pine-Fa lumber.
b. NJ - Number o{pack studs required to su{pod each end
c. Vlmdow header for window openings that have mole than 50% combined stud wag above
end below, othmvise use door header schedule.
d. See header details 6r alternate layouts, Le. 2-2'x4' or4 xe P.T.
e. The header can be attached to the top plate and thus have the combined strength
egdrvalerd end use the madmum span staled
Siee{d} Max. Span
"41
teach endHc} �.
1-21'14• 6'-0'
0
4-3's 0.131'nas _
re
a. e z e woes as r
o. I)re a pnc
m Irlum er.
b.NJ- Number orlack studs regmad to suppou aaC and.
c. Leid get
d. No bck stud.. W4 2.6 studs laid get.
•Logs
t s¢ FASIQei soameE Pm LWmWARs
i rNFAWIS nAKIMK A[�ro P60gWVl
rlox m Yos wV1 rwllels Aww
AM9altlro 1919W, vrtlmis PFFeI Moon IIELLEIa.
kA11 snos ' I
, � ,I
sMOE ir•
mDwR
IYA'FA
1I n
ii
(2) 21{• W. 1n• FLV*Oo
41®r91EA dt O)•W
V127MAX
C''
ii uS11r On lrM suWal
�' I I m smmmlc vm s�
IlAM9Anu¢� 9tilM.tlrJa
'
HYDROVENT DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
& DOORS
KOPnONALI
DOOR 6' WIDE OR LESS
G.F.I. I NOTES-OPIIONdIcrt[tS
OUTLET
-ALL WIRING SLIAIL BE 14 GALE 3-MRE MC CABLE.
SOURCE N " -ENCASE IN ALL METAL BO)ES.
L "
WIRING DIAGRAM ;
(OPTIONAL)
1WL ' •Wrj31 k
SE Wore
IxmL
v1FcMk_;
iDO: F"1 cN!
c 1-1rt14 ::v1,6Y
liJd sT#SV.K
N.w de.F<Kia32d39
Wm Mie+: Ylav LM�aM1PF
ravLrazm,urt9,m>
tsuauPNAau.Ta vBnPmn
•
av wAu
aH sFuos a
a+ su ^ATE
zA' err: vAc
nNR mWurc
JAL sws spvwn To suE 11AE
/Ja ne91T FMLAN6 aal aDA•
Np1E UdbUsM9, 0WaM"x's FMIJ
{� h�1r sreAP x/o-1m ryas STANDARD WALL DETAIL
WITH DOOR &WINDOW OPDONS
R
TWa,"LL,FWJAW
A
ldiTNllols ova vqx. YEbt ARE
Iqr NIIp1W5 sEEr To-s eT NPS
• P.T.RTgRO
1THaI.
9W1. BE NNIFD Ci G4YA`® Sla]. Li Mt1EM15
eJ110' NOYPLIL T6dE4.
._ TAO
A P.T. Tea
...
6l
E-111111
_
liliil'
®®®o
IIIII-€[P
III
-1111,
Illl�llll�lllll�o
lo-
l�
����Illlllll�sl�slllllllla�l�llllllll�llllllll��;�
..,.. .,.
1'111
'1
11
'l,
ON
����
—1. . sss . FIX s=
FLOOR FRAMING PLAN
coI
fliiE PROrEOIION
ALLOWABLE NUMBER OF STORIES
I
%9C WINO SPEED
w�leomd,
pwpSLaE
c
FNCLOsuR
ELlnnsm
INRRNN. PRESSUFE WEFFlCIERT
,/- P.la
IMPowNFE FACTOR
1.15
ROOF DEAD TOAD
isv
ROOF UYE LOAD
]1PSi W SCLb NM tnN
FLOOR DEAD LOAD
iWS
FLOOR L19E LOAD
Sm. 75PSF - 19v3P wT.
W RATING OF WALLS, FL00R ROOF
WA
Mooul PER WwiNG
1
HURMCANE PROIEMON USAGE
w
HumSohn i USAGE
w
SQUAB FOOTAGE
719 SaFT. m IEs
Ld ...... o>_ Moe
Z D�
�
Z 12/12/17
o_'
N/A.
Z (n ��
SS—e-180CR7
W
0- ` f. N bus tmr wn or Txs wN str um D¢
ly} 2 000 a su a .101 ME ni• FNprt,T 1
LLJ J rc¢ 9TR 4�) 1ofi9.
a 116F111a TE-TYM DEehS Fan Pfl9PFA m6TMlAIKW
Q 1�Fm5 ro YYYkEE1ffT1 DSE
En O 4� � PMta4 Tm55'S. E1C A� 4{ u SPF. FX�r
(J s. 51RGCMi6 avm 4 n so. FT. 1ML n AN ro• wd uu
Nan.
W 6 GV .TO*
BE 06anD1 p sal: BY oIX TIIW Tpr1l
V) ]• IS r4R FLDINAR BIIB�IPN6 LmEII 1f¢ 1hAAlY SP{BYAiNS
v L.L L M"TPEDET& SuA➢5 M BE @nr ARDVD SIMILl M udmt�
nE1pIDLF PIm,9m TfaTMV ZMw Bab 0aw
AM' F?EMa 1nE sntM.
�. \,\GENSe
ck�
LL I
v~i - I
fi
� ;3 STATE
(' Matthew T Baldwin P.E.
z Florida license #64608
m
Sheet: SSB-1 OF 1
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-UNITS-SQUARE-AND THEHIGH-SPOT-OFTHE 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
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
3'-6"
13'-8" -
280
S-6"
11'-8"
240
S-V
10,-0"
200
3'-15•
8'-0'
160
S-6'
6'-0"
120
S-V
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
X1
X2
X3
13'-8"
1'-10)"
1'-10)"
1'-104"
11,-8"
2'-8"
6'-4-
-
1O'-0"
1'-7"
6'-10'
-
8'-0"
0'-9•
6'-6-
5,-0"
0'-10"
51"
-
VALUES ARE MOM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. 13'-B' WIDE SHEDS HAVE (4) SETS OF SKIDS.
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. - THE FIRST SECIION 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"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
4x8".16"
350OL13S
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
8"x8'x16"
190OLOS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
• BASED ON 2000PSF SOL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SCUD CONCRETE BLOCKS (8•x8•xf6") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON IV-8' AND IN-11" 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
1, II, III, OR N
IB79LB
I, 11. III, OR N
11'-8"
SW/DW
6.00/480
0" TO 6"
W-0"
2558LB
1, 11, III, OR N
2550LB
1, H. III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6'
W-0"
24COLB
1• II, III, OR N
2400LB
I, 11, III, OR IV
8'-0'
SW
4.00/320
0" TO 6"
6'-0'
2029LB
1, II, III, OR N
2133LB
I, It. III, OR N
6'-0"
SW
3.00/240
0" TO 6'
6'-0.
1658LB
I, II, III, OR IV
1856LB
1, 11. III, OR N
• LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. PANS 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 LOS.
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.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING...
13'-B"
7.00
243
U-T TO 3-O'
10,-0"
I V-8"
6.00
208
Y-T TO S-0"
10,-0"
10•-0":
� '5.00 -
174
0'-cr"m s-'O"
10'--0•- 1
$ -0"
4.00
138
U-Cr TO S-0'
10'-0"
6'-0'
3.00
104
U-0" TO S-T
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
1 0'-0" TO 3'-O"
1 5'-0'
• LOAD WIDTH OF UPLIFT ON RUNNER
•• LOCATON FROM ENO WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ME CENTER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER
ADDMONAL INTERIOR ANCHORS ME REQUIRED IF SPACING IS MORE THAN IV-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 WAUS AS CLOSE
TO THE SIDE AS POSSIBLE.
2'x2' GALVANIZED WASHER
2'12" GALVANIZEOIWASHM ' -1
Cyy' F�II
WITH 1/2• NUT
1/2" THREADED ROD
'HIGH
WITH 1%-' NUT
Yam: J -'I
OPTION& FOR SET'
OR COUNTERSINKLT
1/2 THREADED ft
_ ""' '-"'"
EYES BOLTED TOGETHER WITH 1/2"x2'rp
THRU 2'•4 PLATE
OPTIONAL i0R 'RICH. SET"
BOLT & NUT WITH (2)2'12" GALVANIZEDPLATE
NAILED
1/2' COWUPIERL
1/2'x12' FORGED 00
T �
*S� `�N
fp,�p�,-I-A
WASHERS (2.00DLB SHEAR CAPACITY
MIN.
1/2"x5"(400BJCONCRLIE
WEDGE ANCHOR NTOSLAB
TO 2 i6' P.T. BASE
4' MIN.
, .
I ,
a
THRU 2'x4" P.T. BOTTOM ANTE
-4_
r
(SEE TALE 1 FOR SPACING)
is
____ _EYES
BOLTED TOGETHER WRH 1%' Tr1BOLT & NUT WITH
ED �J WITH11/2"x3•
W1 H'
(2)2"x2" MWINI
WASHERS (2.000L8 SHEAR CMRCITY)
y+N
LOCKING�,AS,REOVIiP
-_.._
i
(400 LB.)CRETE
CONCRETE WEDGE ANCHOR
CUP
SUB BY OTHERS THROUGH
OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
30' EARTH AUGER MCHO
I V
(SEE TABLE 1 FOR SPACING)
(SEE TABLE 4 FOR SPACING)
SHED:
WITH. SKID
SHED
ANCHORED
WITH SKID
TO CONCRETE
SHED WITH 'NO FLOOR' OPTION
ANCHORED TO CONCRETE
TO PADMORMBL'OCKING
v"
TIE
-DOWN
DETAILS
I UON
1 y9®6m, -]IWEUAER
CONSIALIMON TYPE v-e
TIRE PROTECTION NONE
TIRE SUPPRESSION SYSTEM NONE
OCNPANCY ST01u0E
ALLOWABLE NUMBER OF STONES 1
BASIC WIND SPEED v.-I60rnpN
EXPOSURE O
ENCLOSURE ENML
INTERNAL PRESSURE COEFFICIENT a/- 0.18
IMPORTANCE FACTOR 1.15
ROOF DEAD LOAD 103E
ROOF LIVE LOAD 20vy OR J00N.
FLOOR DEAD LOAD BPy
FLOOR LIVE LOAD SM 7S - 125PS OPT.
•R• RATING OF WALLS, FLOOR. ROOF N/A
MODULES PER BUILDING I
HURNCME PROTECTION USAGE N)
HURRICME SHELTER USAGE ND
SOIIME FOOTAGE IE4 1 WN >20 50JT.
REVISIONS
REV OESCRIPTON DATE BY
SCANNED
BY
St Lucie county
Mown By
MTB
Q Date:
LLJ 4/26/16
SOOIa:
(n N/A
uoeel
LIj ALL
GENERAL NOTES
1. FOUNDATION PLANS ME NOT PART OF THIS
PUN SET AND ME GOVERNED BY LOCAL
JURISDICTION.
LJJ 2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
1015.22.
M 3. REFER TO TIE -DOWN OEFAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
O
CD
W41
Ld
J
CD
z_
(n
I
Ld
0
U
z
0
g
J
Q
z
\\ ��
\Z L\GENgF •'• .fly//
Z T
STATE OF 14J
// • : G\ \\
/Z"f/ X; _ 0 N A 1-
Sheet. AD-1 OF 1
SETUP AND INSTALLATION OF SINGLE WIDE SHED
7• BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALL
umtEMENT TO PLUM OR SQUARE UNIT TO HOUSE. FENCE, PROPERTY LINE,
2- VIBUILDLNG IS BLOCKE�.�__-_._ ._._-..._ ....... _. .,. ... .. ..., ... ..... ...
D 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 BUILDINIS-LEVE-L-MORE-BLOCKS-ARE-ADDED TO ACHIEVE THE CORRECT
SpCING (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
FOD>-ER (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
BACRFILLED 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
ANCHORING TO CONCRETE
SHED WIDTH UPUFT (PLF) ANCHOR SPACING
20'-0" 400 3'-6"
280
S-6'
240
S-6"
10,-0"
200
S-6•
8'-0'
6'-0•
160
S_6'
120
S-6"
TABLE 2
SKID RUNNER SPACING'
SHED WIDTH
xi
X2
X3
13'-8"
1'-IP)"
V-103"
1'-10}"
I V_8"
2'-B'
6'-4'
-
10'-0"
V-7-
V-10"
-
8'-0"
0'-9"
6'-6"
-
6'-0"
0'-10'
51"
-
VALUES ARE MOM END OF JOIST TO CENTERS OF (2) 4-.4-
SKIDS ONLY. 13'-5' WIDE SHEDS HAVE (4) SETS OF SKIDS.
R� SETUP AND INSTALLATION OF DOUBLE WIDE SHED
- I. 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
7 FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)J%44"
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
,AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
W(4!9000-3 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
3A
PAD
TYPES
TYPE
PAD DIMENSIONS
KW. LOAD`
MATERIAL
1
2"x8"z16"
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"z8"z16'
3500LB5
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16'z16"
3950LBS
ABS PLASTIC PADS
IV
8'x8'z16'
1900LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
• BASED ON 2000F5F SOIL DEEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8•xB'a167 MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON IV-8' AND 13'-8' WIDE SHEDS ONLY.
TABLE 3
RT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
CRIPTION
PAD
MAXIMUM LOAD AND PAD TYPE
PE
LW(PLF)
END PAD
MAX. SPACING
END PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
WSHEID
DW
4.15/332
0' TO 6"
6'-0'1936LB
I, 11. III, OR N
1879LB
I, 11, III, OR N
DW
6.00/480
0" TO 6"
6'-0"2558LB
I, I1, Ill, OR IV
255BLB
I, 11. III, OR NDW
5.00/400
0" TO 6'
6'-0"2400LB
I, 11, III, OR IV
2400LB
I, 11. III, OR N
4.00/320
Cr TO 6'
6'-0'
2029LB
I. 11. 111. OR N
2133LB
I, II, III, OR N
6'-0"
SW
3.00/240
0' TO 6"
6'-0'
1658LO
I, II, 111. OR N
1866LB
I, II. III, OR IV
. DAD MGM 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 SANE 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.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR-
MAX. INTERIOR SPACING...
13'-8"
7.00
243
Y-O, TO S-O'
10'-0"
11'-8"
6.00
208
U-T TO 3'-0'
10'-0"
101-0" _�
5.00
.
.0,-0• TO 3'-0•
10-0-
N -
8'-0"
4.00
138
0'-0" TO S-6,
10'-O"
6'-0-
3.00
104
0'-0" TO 3'-0'
Ia.-0'
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR --
MA%. INTERIOR SPACING...
20'-0'
10.00
400
V-0' TO S-T
5'-0'
• LOAD 'MOTH OF UPUFT ON RUNNER
•• LOCATION FROM END WALL OF AUGER ANCHOR
'•• MAXIMUM SPAONG BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER.
3. THE MINIMUMNUMBER 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
EZIST IC BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE ENO WALLS AS CLOSE
To THE SIDE AS POSSIBLE.
2'z2' GALVANIZED WASHER
212' GALVANIZED WASH - ,,
WITH 1/2- NO
1/2- THREADED ROD
WITH 1/2" NM
-- -
OPTIONAL FOR 'HIGH SET'
OR
THRUH2 z4 COUNTERSINK
PLATE LT
`L/2iC1xRFADED ROO
-'HIGH -t^•'_ A
EYES BOLTED TOGETHER WITH 1/2•z2"
OPTIONAL FOR S� ._6
BOLT & NUT WITH (2)212' GAV& ['ZED
1/2- COUPLER
2' .4' BOTTOM PLATE NAILED
U
WASHERS (2ADOLB SHEAR CAPACITn
::
TO 216" P.T. BASE
1/2 1 FORGED EYEBOLT •
_ T � '
•
4 . -: '
)( _ MIN.
_ • e
1/215• (400 IB.) CONCRETE
WEDGE ANCHOR INTO SLAB
THRU 2"a4' P.T. BOTTOM PLATE
(SEE TABLE 1 FOR SPACING)
__ _ _ 4' MIN.
I
N------- �------
�y�(
EYES BOLTED TOGE EH ,J/2 xz �...� TYPE 1. A. al. oR IVlPAD WITH!
BOLT & NO MTH (2)2 2 LAVVANIZED EOUI ED SEE TABLE 3
BLOCKING AS R
WASHERS (2.000 lSHFAR'CAPACITY) ( )'
_
1/213 (400 LB.)
CONCRETE WEDGE ANCHOR
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CUP OR EQUAL LOCH. CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
30' EARTH F)U ER ANCHOR•- T
(SEE TABLE 1 FOR SPACING)
(SEE TABLE 4 oR SPAQwc) -
SHED�WITHrSKID
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
TO P.A_DIORIBLOCKING �
ANCHORED
TO CONCRETE
ANCHORED TO CONCRETE
TIE
-DOWN
DETAILS
CODE VERSION FBC'M17 Nn WQ . AMI-1
MMVFACIURER SaPDa0R sHM
BUILDING TYPE rIAxO
la9DIOm uWn STOR'CE
CONSTRUCTION TTPE v-e
FIRE PROTECTION 141E
FIRE SUPPRESSION SYSTEM NIWE
OCCUPANCY ROMGE
ALOWAETE NUMBER OF STORIES I
BASIC WIND SPEED v"-iDpnPN
EXPOSURE a
ENCLOSURE E OgO
INTERNAL PRESSURE COEFFICIENT •/- 0.15
IYPdtTA10E FACIOR 1.15
ROOF DEAD LOAD 10PP,
ROOF LIE LOAD 1 AR ]oYlw
BOOR DEAD LOAD UPS
MOOR LNE LOAD are. >ssF - 12W OPT.
N• RATING OF WALLS. ROOK ROOF x/A
YODAUM PER DI➢LDING 1
HURRICANE PROTECTION USAGE 110
HURRICANE SHELTER USAGE No
SQUARE FOOTAGE ums TUN no SOFT.
REVISIONS
REV OESCRIPTON DATE BY
c)e Co
(/1 oAm MTB
C) Dar':
Ld 4/26/16
=
(n N/A
LJJ ALL
0 GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
LLJ 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
0
Ld
_J
C�
z
(n
I
Ld
z
0
Q
J
J
U)
z
V1GENSF '•.,. ly�i
� � .,• STATE OF : �✓u
0 .• 1a`L0RIDP:
O
MaHhew T: `Boldw n P.EA
Florida Ucense /64608
Sheet: AD-1 OF