HomeMy WebLinkAboutINSTALLATION GUIDE1. 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 BROLPGHT 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
BACKFlLLED 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'-B"
13'-B"
280
11'-8"
240
200
160
3.�.
120
3,--6.
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
X1
X2
X3
13'-8"
1'-10)•
1•_703•
1'-101X'
2'-B"
6'-4"
-
10'-0"
1'-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%4-
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 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"x4j"
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 3A
PAD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD"
MATERIAL
I
2"x8"xl6"
1778LBS
CONCRETE
BLOCK
QUALITY
CEMENT
AND SAND
MIX
II
4'x8"xt6"
3500LBS
CONCRETE
BLOCK QUALITY
CEMENT
AND SAND MIX
III
16'x16'
3950LBS
ABS PLASTIC PADS
N
8"x8"x16"
19001-B5
CONCRETE BLOCK
QUAUTY
CEMENT AND SAND
MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (6-xB-x16-) MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' MOM REINFORCING.
2. ABE PADS REQUIRED ON ll'-8" AND IT-S' 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
ENO PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-B"
SW/DW
4.15/332
0" TO 6"
6'-C"
1936L0
I, II, III, OR N
1679LB
I, II, III, OR N
11'-8"
SW/DW
6.00/480
Cr TO C
6'-0"
2558LB
I, II, III, OR N
2558LB
I, II, III, OR N
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-D"
2400LB
I, II, III, OR N
2400LB
I, II, III, OR N-
8'-0.
SW
4.00/320
0" TO 6"
6'-0"
2029LB
I, II, III, OR N
2133LB
I, II, III, OR N
6'-0.
SIN
3.00/240
Cr TO 6"
6'-0'
1658LB
I, H. III, OR N
1866LB
I, II, HI, OROV
• LOAD WIDTH OF UPUFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CUM 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 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'
I UPLIFT (PLF)
END ANCHOR-'
MAX. INTERIOR SPACING••.
13'-8"
7.00
243
0'-0' TO 3'-0"
10'-0'
11'-8"
6.00
208
U-0' TO V-(r
10'-0'
'40�0.:�5:00�.::.'174.•.:.--O'=0°�TO`3`E-0"."`x.�c1
o'=D"�
8'-0"
4.00
138
0'-0" TO 31-D"
10'-0"
6'-0"
3.00
104
0'-O" TO S-O'
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
UPUFT (PLF)
END ANCHOR-1
MAX. INTERIOR SPACING•••
20'-0"
10.00
1 400
V-6- TO S-T
5'-0'
• LOAD WIDTH OF UPUFT 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.
AOOMONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0-
BETWEEN ANCHORS..
4. ANCHORS SHALL BE ON SIDE W,Ic EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE ENO WALLS AS CLOSE
TO THE SIDE AS POSSIBLE
SCANNED
St. Luce County
2'X2' GALVANIZED WASHER
2'x2' GALVANIZED WASHER
WITH 1/2• NUT '-
WITH 1/2" NUT
1/2' THREADED ROD
OPTIONAL FOR "HIGH SET"
NOTCH OR COUNTERSINK BOLT
1/2- THREADED R00 -- _'
EYES BOLTED TOGETHER WITH 1/2-X2-
THRU 2"X4" BOTTOM PLATE
OPTIONAL FOR 'HIGH SET-
BOLT & NUT WITH (2)2'X2• GALVANIZED
(2.000LB SHEAR CAPACITY)
1/2" COUPLER
2" .4" BOTTOM PLATE NAILED
1/2" COUPLER ' 'f4
WASHERS
::
-
1/WED (400 CONCRETE
TO 2•x6' P.T. BASE
f I
"
1/2'x12" FORGED EYEBOLT
_ MIN.
- I
WEDGE ANCHOR INTO SLAB
ANCHOR
THRU 2.4'E P.T. BOTTOM PUTS
----* MIN.
I
1
TA
(SEE TABLE 1 FOR SPACING)
-------
0-
EYES BLTED TOGETHER WITH 1/2jX2•- yy11, REAR/N PAD WITH
BOLT & NUT WITH (2)2'x2' GALVAN12E0 3 BLOCKING AS REOl11Rf:'p'(SEE TABLE 3).
'C4PACRY)X
1/2'x3" (400 LBJ
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CONCRETE SLAB BY OTHERS THROUGH
WASHERS (2.000LB SHEAR -
CONCRETE WEDGE ANCHOR
CUP
OR EQUAL LOCAL CODES AND JURISDICTION
LOCAL CODES AND JURISDICTION
(SEE TABLE 1 FOR SPACING)
30' EARTH AUCE ANC OR
V
(SEE TABLE 4 FOR BPACNC) _
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
® T�SHED WIC H SKID
ANCHORED
TO CONCRETE
ANCHORED TO CONCRETE
T0'PPADlF0RZ8Qf5QKlWQ
yr
TIE
-DOWN
DETAILS
CODE VERSION
FEC 2017 W WV.A E-7
MANUFACTURER
SUPFRpR 3MM
BUILDING TYPE
1UFIFmNM =mRdGE
CONSTRUCTION WE
V-9
ME PROTECTION
NONE
FIRE SUPPRESSION SYSTFDA
I NONE
OCCUPANCY
STOIUGE
ALLOWABLE NUMBER OF STORIES
1 j
BASIC WINO SPEED
Vn-tB0"px
EXPOSURE
I C
ENCLOSURE
E1ICLDGm
INTERNAL PRESSURE ME CIENT
I +/- ate
IMPORTANCE FACTOR
1.15
ROOF DEAD LOLL
' lav
ROOF LME LOAD
I 2aP3 DR 30D.m
FLOOR DEAD LOAD
I ePSF
FLOOR LWE LOAD
sTD. TSPSF - 12E LIFT.
'R' RATING OF WALLS. FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
ND
SOVARE FOOTAGE
I UE TNNi 720 W0 .
(n
n
W
(n
W
0
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4.
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(n
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0
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ARE NOT PART OF THIS
GOVERNED BY LOCAL
2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
101522.
3. REFER TO PE -DOWN DETALS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE
iC�r'•\GENSF •'•/G���
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411
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STATE OF
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Sheet: AD-1 OF 1
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ALUMINUM ROOF
2018-01-18
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-
End Wall Header Schedule �e0c
Side Wall Header Schedule (180C)
3rze{d} Mo.. Span NA Fasteners w10 shay
Build'mg td. (sack sndl(sj-
Size Up t014'Witle Fasteners v I strap t_px4. c'-0" 0 4-3'%0.'131'nals
MOOR. Span NJ@I (each end) 2-2 W(C) reux G{D] - x nos
14'x4' 6'-0' 0 3 -3'x 0,131' nails a' e u e[ea telues as r 0. _ gre s npm" m Ir um ec
b NJ -Hun her ofle* studs required to SUPPM Each and
4W w2 c 8'-0' 1 6-3'x0,131°naps 0.Laid Aat
values are for s r 2 gmd t support eacFr lumber. d No,Yck Etr>`<. but ?x6 stutls laid As.
a. NJ - Number
b. NJ - Number ofjack studs required to support each end
C. Wmdcw header for window openings that hate more than 60% combined stud wall aboue •�
P
_
and below, othevise use door header schedule. 1. SEE FWOXER MHERJ c FOR waoYWE F RAMWENT&
d. See header details far altemate layouts. i.e. 2-2N4' or4°x4' P.T. 2. src teKER sc+®rlu FOR "oaRlal+'L MFVR4ATun
e. The header can be attached to the t a Ma � RIB °M � xF110im�s'w' �°a KOw
op plate end thus hale the combined strength
' �
CODE INFORMATION
¢ orif and U58 tl,¢ mat(IITWm Span slated.
CODE VERSION
Ma.11E 3u raven Asx-T.
.20U
AUNUFALTURER
SUPERIOR 9nDS
Be
1x
RUNNERS
Fri
0
Y'NL SDAS
BUILDING TYPE
Lw-
R6ZEN1AL "WR MRARACE
CONSTRUCTION TYPE
V-9
~
o
I
10
w
II
SNGIE 2'M
I rJ li sHEFDaNG �
I i II
I i AI i l U) TM• W, RNAEOD
I II C�� OR a3D FWER OR (IKS{• 2'ad•
j I I 1211; OR 16•N- 30112% %.%
Ir 4wuF TNVG�K�Ra� 12. MAX.
FIRE PROTECTION
NONE
2'%4' TRUSS
e 24' G.C.
MAX
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
SrORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
V+ 1ia
EXPOSURE
END WA
TRUSS
BuRs
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS &
(,OPTIONALI .& DOORS DOOR 6' WIDE OR LESS `4 x4 W 2 x4
EltaosuRE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- D.te
ENO
I TRUSS
Ylt¢(tQ1C°
IMPORUMCE FACTOR
1.15
ROOF DEAD LOAD
1oP
11
F]
G.F.I. — + N G-OPTIO L LTRIL � 1 S1
OUTLET
-ALL WIRING SHALL A B GAGE 3-WIRE MC CABLE
Lr -ENGAGE IN ALL METAL BOXES. EO_£pF-'E.:
SOURCE N .. .. .. ..
L FI WIRING DIAGRAM ''LE'+'-`"'"'
`-:.=-+
OPTIONAL FLPE ni9rs.uP �wuiPF
ROOF L LOAD
30PEF OR 300b MW UMD
FLOOR DFPO LOAD
,DPSF
FLOOR uvE LOAD
sr0. TSPsr - tzsPSF oPr.
WALLS/DOORS/WINOOWS
DESIGN
PRESSURE
ROOF
FRAMING
PLAN=-'•r%.
'R' RATING OF WAUS. FLOOR. ROOF
WA
ROOF+27.8/-94.7
I +32.H/-292
MODULES FER BUILDING
t
HURRICANE PROTECTION USAGE
No
LSOCCCIUP3I36.TX PER1i0939
Ii RRIGWE SHELTER USAGE
NO
VRIX OR AU'WE 2b•
aR Wl
Alm WNL •DOOR t *1 * LOCATNNS VMV
SQUARE FOOTAGE
171, M.Ft. OR uas
REVISIONS
2"'d" OJ1UA R oR ALNU r
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- END Ww.
REV
DESCRIPTON
DATE
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Dmbn By.
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DOte:
12/12/17
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9'KJF.
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2{• O.C.VN. FLOOR FRAVING
SIUW SEEMED TO BME PIATE
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(°"")'u• smM W/e-Ioe NULs STANDARD WALL DETAIL dole WAu FFAt )4G VEVBDS ARE NN,OINU'I FROM
Ofl CQW. fOYIAV9N 9LL l0 RO]f MT SEMLLy TO ENEU.oE A
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_ 3/d RYWf.UD N.r CONIIMNaa. SHEET METK GlAVP3. TIES. OR CUPS
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AS NTEO. -
C. STROM M O E 400 0. FE *R-L HAVE AN 80• VNMUM
DOOR
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cools
7. Au WLNOCAS AND BOOM TO MEET THE MNvuY SPECFIGNNs
A5 TVET..RMA WSURNG DONE.
B. fUT K S s CM BE BENT MOUND SIRUCNRK VEVaERs
OF µ1�y SNDS TRLL4R CHORM. EiF TO HOP SECURE THESE
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Matthew T. Baldwin RE
Florida License #64608
iLPoR ,p6T.
FLOOR
SEE SCIRpp1AE
FRAMING
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Sheet: S S B— 1 OF 1