HomeMy WebLinkAboutConstruction 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
s-e
11'-8"
240
S-6"
10'-0"
200
3'-6"
160
3-0"
6'-0"
120
3-0"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
V-111"
1'-104"
11'-8"
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'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS.
r?_
ABOVE.
SETUP AND INSTALLATION OFDOUBLE 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.
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"06"
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
8"x8"xI6!
19DDLB5
CO CRETE BLOCK QU LITY
CEMENT AND SAND MIX
* BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"xB"x16") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON W-8" 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
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
SW/DW
4.15/332
Cr TO 6"
6'-0"
1936LB
I, II, III, OR IV
1879LB
I, II, III, OR IV
11'-e"
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
Cr TO 6"
6'-0"
2400LB
I, II, III, OR IV
2400LB
I, II, III, OR IV
8'-0"
SW
4.00/320
Cr TO 6"
6'-O"
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
Cr TO 6"
6'-0"
1658LB
I, II, III, OR IV
I 1866L6
1 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 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.
D
:*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.
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 3'-0"
�_0
i 0`-0"
50p
174
4.00
138
0'-0" TO 3'-0'
10'-0"
6'-0"
3.00
104
0'-0" TO 3'-0"
10'-O"
TABLE B
30" AUGER ANCHOR SPACING -DOUBLE WIDE
SHED WIDTH
LW'
UPLIFT (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
20'-O"
10.00
400
0'-0" TO 3'-0"
5'-0"
0=111 1AImm C1"\®
i
CODE COMPLIANCE
OUNTY
2"x2"'G* V�ED WASHER - -
"^"�'-' C=�^''�
2'x2" GALVANIZED WASHER
WITH 1/2 NUT
OPTIONAL ROD SET'
��
COUNTERSINK BOLT
iWITH 1/2''+NUT
1%2" THREADED_'ROD
-_ 3
u
EYES BOLTED TOGETHER WITH 1/2"x2"
NOTCH OR
THRU 2"x4" BOTTOM PLATE
OPTIONAL EOR.,HIGHI�SEf'�x-�--�-
`•_ �1 2 COUPLER
.
�+�--� ,,...c - ...
-•' -_._
-
BOLT k NUT WITH (2)2'x2" GALVANIZED
WASHERS (2.000LB SHEAR CAPACITY)AF7
1/2" COUPLER
_
1/2"x5"
2"x4" BOTTOM PLATE NAILED
TO 2'z6" P.T. BASE
-c/
1/2" 12�.FORGED EYEBOL
- g lK 1 ~�_
" MIN.
:. ' . " ° '.
(400 LB.) CONCRETE
WEDGE ANCHOR INTO SLAB
THRU 2"x4' P.T. BOTTOM PLATE
"MIN.
,r
i�tr
iiii for �: . y1
-
A-24 CONCRETE SLAB BY OTHERS THROUGH
(SEE c
( TABLE i FOR SPACING)
b---"-=-
V
CONCRETE SLAB BY OTHERS THROUGH
w � _ _ f)
EYES BOLTED TOGETHER WITHTYPE. I II III, OR fV PA[) WITH
do NUT WITH GALVANIZED F9YOCKINGrAS
BOLT (2)2i2
REQUIRED- TABLE 3).
WASHERS (2.000LB S�HEA�R CAPACITY, -
30" EARTH AUGER. ANOHOR �I
"""
1/2'x3" (400 LB
CONCRETE WEDGE ANCHOR
(SEE TABLE 1 FOR SPACING)
SIMPSON
CUP OR EQUAL LOCAL CODES AND JURISDICTION
LOCAL CODES AND JURISDICTION
(SEE TABLE 4-FOR SPACING) --- - -
SHED WITH SKID
SHED WITH
'NO FLOOR' OPTION
SHED WJTHr►SK�ID _
•O-=PAD7OR BLOCK G�-��
ANCHORED TO CONCRETE
ANCHORED
TO CONCRETE
e
TIE
-DOWN DETAILS
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- - ,
CODE VERSION
FBC 2017 6M Edition, AscE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
lu RED euuni c
RmDr u STORAGE
coNsrRucnoN TYPE
v-e
FlRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vn-160mph
EXPOSURE
0
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.16
IMPORTANCE FACTOR
1.16
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR IAOIIro
FLOOR DEAD LOAD
6PSF
FLOOR LIVE LOAD
SID. 76PSF - 125PSF otn
'R' RATING OF WALLS, FLOOR, ROOF
N/A
NODDLES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
LESS THAN 720 SOFT.
REVISIONS
REV
DESCRIPTON
DATE
BY
1
2017 FBC
11/12/17
Mie
2
GROUND ANCHOR 6' AF.G MAX., ANCHOR ExhNsroN
6/28/18
MTe
(J") MTB
Dote:
W 4/26/16
Scale:
(n odel N/A
LLJ 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
ENERGY CONSERVATION CODE PER SECTION
-j 1016.22.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
:::) INSTALLATION REQUIREMENTS TO MEET CODE.
O
0
2/5/20
J
QFlom-,-
G�tthe�W .��al"dWi P.E.
id0_License #6, 608
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 (180C) End Wall Header Schedule (180C)
Size(d) Max. Span NJ@} Fasteners w/o strap000
r ` ^
D4 ALUMINUM ROOF SHEATHING Building WidthFasteners w! strap (each end)<c)�
• Size Up to 14' Wide 1-7x4` 5-0" 0 4- 3° x 0.131' nails _. .... _..--_-_..._.......----...... ._.........--- �
each end) Max.Max• Span NJ{b} 2-Tx4"(c) 54" 0{d} 6-3° x 0.131' nails \ ,
1.4'x4" I".. 0 3 - 3" x 0 131 • nails a. Tabulated Values are for No. 2 grade Spruce -Pine -Fir lumber.
H7
In
I
2
0
\-lxA
RUNNERS
I
END W
TRUSS
2"x4' TRUSS
® 24" O.C.
MAX.
4°x4" vJ2"x4" 8'-0" 1 6 - 3" x 0.1"41" nails
b. NJ - Number of jack studs required to support each end.
C. Laid flat {...., ..... -
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. d. No Jack studs, but 2x6 studs laid fiat. t
b. NJ - Number ofjack studs required to support each end.
c. Window header for window openings that have more than 50% combined stud wall above
and below, otherwise use door header schedule. •L�
1. SEE FASTENER SCHEDULE FOR AT�y ARE �Ay��
d. See header details for alternate la outs, i. e. 2 2"x4" or 4"x4" P.T. 2. SEE HEADETI saEw1EFqt ADRRF�H0H�AL wF�t WTIOLH. �.
Y 3. W�oLY HEADERS HAVE CallalNED emT OR YOfEFRAMNG ABOVE
e. The header can be attached to the top plate and thus have the combined strength ANo BELOV,• aTHt7H,yISE REFER ro ODOR HEADERS. CODE -1 N_F0_R VATION
equivalent and use the maximum span stated. CODE VERSION FOC Dtk1CT 8tli EM- �-T•
MANUFACTURER SUPERIOR SHEDS
WALL pil�21-A2-
BUILDING TYPE MANUFACTU�ENTIAL BULDINGRESIE
coNsrRucnoN TYPE v-B
S rATTHINGHEADER FIRE PROTECr10N NONE
FlRE SUPPRESSION SYSTEM NONE
(2) 2•x4• WITH 1/2• PLr*OOD
OR OSB FLIER OR (1)4•x4' 2•x4• OCCUPANCY STORAGE
OR 16'x4• BETWEEN 4•x4• ALLOWABLE NUMBER OF STORIES 1
'We ASS rPEA SEOLITED 12` MAX. BASIC WIND SPEED V -18cho
OTURERs NSIRUCTIONS
DROVET DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & DPOSDRE Q
%OPTIONAL. & DOORS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/- 0.18
IMPORTANCE FACTOR 1.15
G.F.I. �+ ROOF DEAD LOAD IOPSF
OUTLET NOTES-OPn0NALLECTR EIC ROOF LIVE LOAD 30PSF OR 3000, POINT LOAD
L Tt) 31NE k:3r:INF.FRtLL T.Lf: FLOOR DEAD LOAD 1CPSF
N -ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABIJ=.—L`�TT_1w%In1cL+
I L -ENCASE IN ALL METAL BOXES. V.IiMam E. Neary, Ill FLOOR LIVE LOAD SM. 75PSF - 126PSF OPr.
DESIGN PRESSURES
SOURCE IE
L
SWrP•5?, SMI-79, ICC S165040
•R• RATING
ROOF ROOF
FRAMING PLAN
WIRING DIAGRAM
10o4Gotha, err Pointe Tel- e
OF WAus FLOOR, ROOF
N/A
MDOUtJ=S PER BUILDING
1
+27.8 -94.7
ALLS/DOORS/WINDOWS
(OPTIONAL)
GOGia, Florida 3473E
HURRICANE PROTECTION USAGE
No
+32.6/-29.2
HURRICANE SHELTER USAGE
NO
FOR ALPINE 2.10•
END WALL
*DOOR @ �l�'LDOW LOCATIONS VARY
SQUARE FOOTAGE
718 SQFL OR LESS
AL
REVISIONS
_
z:< couAa
MHIHL oa 2•
REV
DESCRIPTON
DATE
BY
OR EnkaALANE
I I
IL
i
SHEATHING OPTIONS
12• MAX. ARI
i j j
MALC
2.4 STUD
IVoc ILA
��HEADER
ixRUNNER O
ON INSIDE
i
W
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DraNn By`
MTB
2:4 IDpONC o13�
%
j %
ENDS YlAL15
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Data:
12/12/17
g
END WALL
Q ..
ScalHe
LJ
N/A
2.4 STUDS O
2x4 SOLE PLATE
(n
odel
24' O.C. MAX: --FLOOR
FRAMING
Z
SS-B-180C.
2x4 SOLE PIPE
2x4 SOLE PUTS
1 . DAT10 PLAHS ARE Nor PART OF THIS PLAN SET AND ARE
now aHC
L~LJ
OOVER1IED BY LOCAL JURISDICTION.
\-ALL STUDS SECURED TO SOLE PLATE
J
2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION
CODE PER swno 1016.22.
x x
x
AND FLOOR FRAMING WRH Q03Y•
(,m a):tz• SIRAP ty/R-toa NAILS STANDARD
WALL DETAIL
NOTE MALL F.WNc WEMBERs ARE CONTINUOUS
FrsoM
a-
Q
3. REFER TO TIE- DETAILS FOR PROPER WSUWTION
REQUIREMENTS To CODE.
LJ LJ
L!
LJ
OR ELLIAL
WITH
DOOR &WINDOW OPTIONS
FOUNDATION SILL ro ROOF AND SEW R� �p fR56lIEE A
CONTINUOUS LOAD PATH. 11ME7?F WALL NDaBETtS ALi£
O
4. ALL SNos, RAFTERS, TRUSSES, ETC ARE 2:4 /2 SPF, Ex�r
As NOTED.
AP6 6'-0- ro iS-B•
VARIES 6'-0' ro iS-e--FLOOR
FlAOR�
- 3/4• PMINWUS
SHEET METAL CLAMPS.
TES, OR CUPS
U
(n (�
E. STRUCTURES OVER 400 So. Fr. "LL HAVE AN BD• MINIWuM
ELEVATION CROSS—SECTION
END ELEVATION
4•x4• PT. ATTACHED *m
- 3/4' . PLYW
- 3/4• P.M.D.P.
SHALL BE ED OF GALVANIZED STEEL Or LESS
THAN 0,040' NOWNAL THICKNESS.
W
DOOR.
6. CUTTERS ro tE W&LED oN-sm: Br OTHERS nm LOCAL
TYPICAL ARCH FRAME
WfTH DOOR
H24 OL, EQUWLENr. SEE
TA B FDa Hx,ANTIrY AND
- 3/4' P.T. rsc
D ODORS
7. ALL ty1ND011IS AND DOOTS 70 MEET THE WIMWUM
%PER ToBE.
,-a• WAx
v O0
AS FLORIDASA SPEdFlCAl10NS
& FLAT METAL STRAPS CAtI SE RENT AROUND STRUCTURAL WEMBERS
pF, WALL S1UD5. TRUSSES. CHORDS, EEC. ro HE1P SECURE THESE
O
rJ21``�•
(2) 2•x4- LAD TAT
x
__-_
-_--
-
—
____
____
____
____
____
—__
—
-__-
--_-
-__
sm 11oR1
T LE
xt
2
x:
,EFL
MEMBERS. PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE
A) EXISTING BRAKES BET DS D THE STRAP.
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..............
`P : •� • .. L\C E NSE '.•••'• ;
661-0
8'-0
a -+0
-
.I I 4,Uxs AC "'* ENDCIF AST M COM. aF CO 4%0
a5
9MX ,7-0• OR W= kw (4) SOS 6 SM
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2.4 BIDCONG
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6• LAD
g 211D TAT
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t= I 24 P.T. 24. O.C. TYP.
g OPTIONAL25PSF 16' Or_
� •:� STATE c `
G
'
I
O •• OF
�i •'• F
2.4 SOLE PLATE
4•x4" P.T. ATTACHED WBH
24
ROR EQUIVALENT. SEE
TABLE FOR QUANTITY AND
x` L 0 R I D P �
/ •��� \`
// �S••••••..•.......•'
FLOOR FRAMNG
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MattheW T. BalWin P.E.
ARFS 8'-0• TO 1Y-e' -VARIES 6'-0'TO 1S_e'
---- --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---
(
END ELEVATION END ELEVATION
Z
Florida License #64608
WrrHOuT DOOR WITH GARAGE DOOR
FLOOR JOIST SEE SCHEDULE FOR SIZE
(ONLY oN ENDLYAW
FLOOR FRAMING PLAN
m
Sheet SSB— 1 OF 1