HomeMy WebLinkAboutSET UP & INSTALLATION1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT "1'0 PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE lSNIT 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
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
3'-6"
13'-8"
280
3'-6"
11'-8"
240
S-6"
10'-0"
200
3'-6"
8'-0"
160
S-6"
6'-0"
120
S-6"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
1'-10}"
1'-1N"
1•_1N"
11'-811.
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'-B" WIDE SHEDS HAVE (4) SETS OF SKIDS.
1
ST L.UCIE COUNTY
BUILDING DIVISIO
Fi''EVIEwED
FOR COMP
REVIEWED BY
DATE - Z L
PLANS AND ERMIT
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"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.
I w
- _N_0 lNc=;:.,p
ALL BJuts uH
E k�A�DE
TYPE
PAD DIMENSIONS
MAX. LOAD*
ATERI
I
2"x8"x16"
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4%8"06"
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
1 8"x8"x16"
1 19QDLBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
.NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (B"xB"x16") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON9TDIL' �t r3gf,h I1DE. SjEDS.,Q�ILY." _C D lAloRI1
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
PAD
MAXIMUM LOAD AND PAD TYPE
CUB uanTu
I TVD7
I W*(DI P%
I rldn Den
I WAY cperimn
I eN1n pen
I SIDE RUNNER
I INTERIOR
I SIDE RUNNER
ARE SUBJECT +!, i^, i'Ii� 1LC'rIONS
REQUIRED BY Fir; ° r1 II I; - '`fCf15 TEAT
MAY BENECESSI ,I.vOf;'OERTO
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 Sy'
10'-0"
i l'-8"
6.00
208
0'-O" TO 3'-o"
10'-0"
8'-0"
4.00
138
0'-0" TO 3'-0"
10'-0"
6'-0"
3.00
104
O'-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
O'-0" TO 3'-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
WITH 1/2" NUT
2"x2" GALVANIZED WASHER
WITH 1/2" NUT 1/2" THREADED ROD
OPTIONAL FOR "HIGH SET"
NOTCH OR COUNTERSINK BOLT
" 1 2THREADED ROD �`r"`s
/
EYES BOLTED TOGETHER WRH 1/2"x2"
THRU 2"x4" BOTTOMPLATE
OPTIONAL FOR HIGH SET" �.
1/2" COUPLER
1/2" COUPLER
BOLT & NUT WITH (2)2"x2" GALVANIZED
WASHERS (2.000LB SHEAR CAPACITY)
2"x4" BOTTOM PLATE NAILED
E
TO 2"x6" P.T. BASE
1 2"x12" FORGED EYEBOLT L ��
/"' �-
s'-� f•�
�; 4" MIN.
���11L
1/2"x5"400 LB .
WEDGE ANCHOR CONCRETE
INTO SLAB _____-__ 4" MIN.
THRU 2"x4" P.T. BOTTOM PLATE I�
L_------ <
(SEE TABLE 1 FOR SPACING) -------
EYES BOLTED TOGETHER WITH /2"x2"
�' ,., . OR N PAD WITH
' '"TYPE I, 11, III.
BOLT &NUT Wm -I (2)2"x2" GALVA NIZED s. - BLQGKING ASS EQUIRED (SEE TABLE 3).
1/2"x3" (400 LB.) SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CONCRETE SLAB BY OTHERS THROUGH
WASHERS (2.000LB SHEAR'CAPAC _
`
CONCRETE WEDGE ANCHOR CLIP OR EQUAL LOCAL CODES AND JURISDICTION
(SEE TABLE 1 FOR SPACING)
LOCAL CODES AND JURISDICTION
30" EARTH AUGER ANCHOR
(SEE TABLE 4 FOR SPACIN&)
SHIED ill wSK 0
TO PP_,D OR��TO.CKIN,
SHED WITH SKID
ANCHORED TO CONCRETE
SHED WITH 'NO FLOOR' OPTION
ANCHORED TO CONCRETE
TIE -DOWN DETAI LS
a
t .��ripf
\;fit^- ('.��Ij,.,)•`�'�; �.
CODE VERSION
FBC 2017 6lh Edition, ASCE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
1UFACTUREO BUILDING
RESIDENTWL LAWN STORAGE
CONSTRUCTION TYPE
it
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
1w-18omph
EXPOSURE
I 0
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
IA5
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
20PSF OR 3001ee
FLOOR DEAD LOAD
SPSF
FLOOR LNE 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 SO.FT.
REVISIONS
(n .- MTB
Q Date:
LLJ 4/26/16
Scale:
(n N A
otlel
Ld ALL
GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
W 2. THIS BUILDING IS EXEMPT FROM THE FBC
J ENERGY CONSERVATION CODE PER SECTION
1015.22.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
i:) INSTALLATION REQUIREMENTS TO MEET CODE._
O
Wcn Sheet: AD-1 OF
r z
D4 ALUMINUM ROOF SHEATHING
HEADER DETAILS IJ
40'-0" MAX.
p
1x4
RUNNERS
RIBSE
I
iI
D
In
END WA
TRUSS
2"x4" TRUSS
® 24" O.C.
MAX.
DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
1+2M/-94.71
WALLS/DOORS/WINDOWS
+32.5/-29.2
05
End Wall Header Schedule (180C)
Side Wall Header Schedule (180C) Fasteners wtostrp
Building Width S¢e{d) Max. Span N,(b) J -. 1
g (each end){c)
Size Up to 14' Wide Fasteners en strap 0 4 -3'x 0.1;•T nals —•---- �- , i t 'f
Max. Span NJ{b} (each end) 24'k4"(c) 9'-0"I 0{d) 6-3-x 0131- nals
1 4°x4" 6-0" 10 3 - 3' x 0.131" nails a. Tabulated YalueS are tor No. 2 grade Spruce-Fine-F,r wmber 4�fr
b. NJ- Number ofjack studs required to support each end.
4'x,4"w2x4" 8'-0 1 6-3"x0.131"nails _ -
Laid
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. c. eat CODE INFORMATION
b. NJ -Number ofjack studs required to support each end. d. fJo lack Studs, but 2x6 studs laid eat. CODE VERSION 201FSC 2017 6N Edition, ASCE-7,
2a14 NEC .
c. Window header for window openings that have more than 50 % combined stud wall abase MANUFACTURER SUPERIOR SHEDS
and below, otherwise use door header schedule. • NQIM BUILDING TYPEMANUFACTUREDENTIALA BUSING
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. RESIDENTIAL U STORAGE
d. See header details for alternate layouts, i.e. 2-2"x4" Or 4"x4" P.T. 2. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. CONSTRUCTION TYPE V-B
3. WINDOW HEADERS HAVE COMBINED SOX OR MORE WALL FRAMING ABOVE FIRE PROTECTION NONE
Is. The header can be attached to the top plate and thus have the combined strength AND BELOW, OTHERWISE REFER TO DOOR HEADERS.
equivalent and use the maximum span stated. FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY STORAGE
WALL STUDS 1r ✓ ALLOWABLE NUMBER OF STORIES 1
BASIC WIND SPEED Vm 180mp1i
I
SINGLE 2'x4• EXPOSURE C
'I EXTERIOR HEADER
i l i SHEATHING ENCLOSURE ENCLOSED
(2) 2%4• WITH 1/2- PLYWOOD INTERNAL PRESSURE COEFFICIENT
OR OSB FILLER OR (I)Cx4- 2'x4' /
' I IMPORTANCE FACTOR 1.15
ii 12•x12' OR 16'x4" BETWEEN 4'x4'
WALL STUDS. VENT IS SECURED ROOF DEAD LOAD IOPSF
to sHEAT Hwc As PER 12" "MAX.
MANUFACTURERS INSTRUCTIONS
ROOF LINE LOAD 3045E OR 3001b POINT LOAD
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS &
OPSF
i0PTI0NAL) & DOORS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" FLOOR DEAD LOAD FLOOR LIVESID. LOAD STD. 7645E - 12545E OPT.
"R" RATING OF WALLS, FLOOR, ROOF N/A
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE
No
MIToc OR ALPINE 2'a5'
OR EQUAL
END W'�
•DOOR & WINDOW LOCATIONS VARY
SQUARE FOOTAGE
718 SQ.FT. OR LESS
_
REVISIONS
x12 2•x4" COLLAR
MITIX OR ALPINE 2'x
S HEAD41)1TAIL
REV
DESCRIPTON
DATE
BY
j.'
2x4 SOLE PLATE
BOOR FRAMING
'
L� X L"J
MI6 fi'-0' TO 13'-e'
ELEVATION CROSS—SECTION
_
TYPICAL ARCH FRAME
OR EQUAL
3,_____---_
2.4 13LOCKNG 0
ENO WALLS
2x4 SOLE PULE
IL-TLJ Y?•
MIES 6'-O' 70 13'-B'
END ELEVATION
WITH DOOR
_
..2x4 _— _ ___ _
24' D.C.
.7
LU
4 x4• P.T. ATTACHED WITH
H24 OR EQUIVALENT. SEE
TABLE 2 FOR QUANTITY AND
2' MAx.
SEE HEADER
_ _ ___ __ _ _ ____ __ ___-DETAIL
1x4 RUNNER
ON INSIDE
2.4 STUDS o
24• D.C. MAx.
'
ALL STUDS SECURED TO SOLE PLATE
AND FLOOR FRAMING WITH SIMPSON
LSTA-18 W/6-10d'NAILs OR EQUAL STANDARD WALL DETAIL
�FUDOR SHEATHING: WITH DOOR & WINDOW OPTIONS
- 3/4' PLYWOOD
3/4' P.T. PLYWOOD
- 3/4 T&G
- 3/4' P.T. T&G
/ / // / UM WALL
SHEATHNG OPTIONS
/ '
/' i /'
/
END WALL
2x4 SOLE PLATE
FLOOR FRAMING
NO7F': WALL FRMIING MEMBERS ARE CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE
NOT CONTINUOUS, SHEET MEAL CLAMPS, TIES, OR CUPS
SHALLBEFORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040' NOMINAL THICKNESS.
Z
DraWn By:
MTB
J
Date: -
12/12/17
O
Scale:
N/A
U)
Z V)
QJJ
odei
SS-B-1 $QC
w
�
LLJ --j
a-
Q
O
(�
LLJ
LLJ
O
1. FOUNDATON PUNS ARE NOT PART OF THIS PLAN SET AND ARE
2. THHIS BUILDING RNED BY is D(EOCAL MF r FROM THE FRO ENERGY CONSERVATION
CODE PER SECTION 1015.22.
3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION
REQUIREMENTS TO MEET CODE.
4. ALL STUDS, 'RMTETtS, TRUSSES, ETC. ARE 2x4 e2 'SPF, IXCEPT
AS NOTED.
5. STRUCTURES OVER 400 SQ. FT. WILL RAVE AN 80' MINIMUM
DOOR. -
6. CURERS TO BE INSTALLED ON -SITE BY OTHERS, 7HRU LOCAL
CODES.
7. ALL -WINDOWS AND DOORS TO MEET THE.MINIMLIM SPECIFICATIONS
SPACING.
ME-
2x4 s DS o
24' 0 MAX
(2) 2'x4' LAID FLAT
2x4 B END WALLS
2x4 BLOCIQNG
2k6' LAID MT
2x4 SOLE PLATE
FLOOR FRAMING FT
. 11AX
---VARIES 6'-0' TO 13'-B' --VARIES fi'-0' l0 13'-B'
END ELEVATION END ELEVATION
WITHOUT DObk WITH GARAGE DOOR
tiff
4
'llllll
111=111111=
IIIL��t�
j
liliil
"'.
\-FLOOR JOIST. SEE SCHEDULE FOR SIZE "I;
v
8.
ATM
ETTAALS RAPS CANGBE13ENT AAOUND STRUCTURAL MEMBERS
RF. WALL STUDS. TRUSSES. CHORDS, ETC. TO HELP SECURE THESE
SHED WIDTH
TABLE
x1
2
x2
Ja
7
Z
LL
enunel:Io; rnunuw Irwlmc Auucu ecru uuc� nul mlenreH[
.A) IXISTING BRAJCES BENDS I THE -STRAP.
♦ .I
13'-8"
1'-10J•
1., .
1'-10]•
B'-0"
C -9
6'-6
-
6'-0'
D'-10'
51'
-
NALL 5 AM FROM Y EH.W.- )nO�F J06I 10 am- OF (2) 4•N'
"O6 6• "
SONLY. Ir-S NAYE (4) 6Ei6 M SOK,
x
Ly-
1 I
� \ • • � �
• i I `�
�4
Q
2x6 P.T. 2O.C. TYP.
12645E O 16. O.C.
i
:• JTA TL
�OPTION4L4'
TYP. WITH 3/4" T&G PLYBOMD
I
I'
n � J
/// Q
F,l_ v
4'x4' P.T. ATTACHED WTM
R24 OR EQUIVALENT. SEE
TABLE 2 FOR QUANTTIY AND
>
�:••
0, ••• P (r ••� `�J�♦♦
/� v
SPACING.
�!
C�•••..... .....•
N�=,Tdr31ritdo,'I
0
''���%1'IIII11
CODE REVIEW
Si at SerTn eladusMes
Q
MattheW.T. Baldwin P.E.
s STreer
z
Florida License #64608
Sheet: S S B -1 O F 1
a rondo 22835
'1 2, LA FE T.'x C tte�i+•. PB
L - -3 lF PE u47.+7
I n -."..,
L�.I �
J
F
(ONLY ON ENDA•ALL) `}'� ,d,_ .,.•- •A Ji W