HomeMy WebLinkAboutConstruction PlansSETUP AND INSTALLATION OF DOUBLE WIDE SHED
T. 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
UPUFI (PLF)
ANCHOR SPACING
20'-0"
400
3-0'
13'-8"
280
I V-8"
240
3-0"
10'-0"
200
S-67
81_0"
160
3'-0"
6'-0"
120
S-T
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
XI
X2
X3
13'-8"
1'-10)'
V-104'
I V-8"
2'-8"
6'-4"
-
10'-0"
V-7"
6•_10•
-
8'-0"
W-9"
V-6'
-
6'-0"
0'-10'
51'
-
VALUES ARE FROM ENO OF JOIST TO CENTERS OF (2) 4'x4'
SKIDS ONLY. IS-8' WIDE SHEDS RAVE (4) SETS OF SKIDS
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�"x4}"
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
I PAD DIMENSIONS
I MAX. LOAD-
MATERIAL
I
2'x8"x16"
1770L13S
CONCRETE
BLOCK QUALITY
CEMENT
AND SAND MIX
II
4'x8"x16"
350OL13S
CONCRETE
BLOCK QUALITY
CEMENT
AND SAND MIX
III
16'x16'
3950LBS
ABE PLASTIC PADS
IV
8'xe"x16"
1900LBS
CONCRETE
BLOCK QUALITY
CEMENT
AND SAND
MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (TXONI67 MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 4B" WITHOUT REINFORCING.
2. ASS PADS REQUIRED ON 11'-B' AND 13'-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)
ENO PAD
MAX. SPACING
ENO PAD
S1DE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-8"
SW/DW
4.15/332
T TO Li
6'-0'
1936LB
I. II, III, OR IV
1879LB
I, 11, III, OR IV
11'-8"
SW/DW
6.00/480
T TO 6'
6'-0'
2558LB
I, II, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
T TO 6'
6'-0'
240OLE
I, 11, III, OR IV
2400LB
I, II, III, OR IV
8'-0"
SW
4.00/320
T TO 5"
6'-0'
2029113
I, 11, III, OR IV
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
1 0" TO 6'
6'-0.
165BLB
I, 11, III, OR IV
1856LB
I, 11. III, OR IV
• LOAD WIDTH OF UPUFT ON RUNNER
NOTES
1. PM SPACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SAME MAXIMUM SPADING 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.
TABLE 4
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
I UPUFT (PLF)
I END ANCHOR-*
MAX. INTERIOR SPACING•••
13'-B"
7.00
243
d-or TO 3,-T
10'-0"
11'-8"
6.00
208
0-0' TO 3'-0'
10'-0'
10'-0"
Mani
n�l
.0 $ xn0'
-:-
8'-0"
4.00
138
0'-0' TO V-v
10'-0'
6'-0"
3.00
104
O-0' TO 31-0"
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 S-W
5'-0'
• LOAD WIDTH OF UPLIFT ON RUNNER
•• LOCATION FROM END WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
1.AANCHOR 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.
ADDITIONAL INTERIOR ANCHORS ME 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
DOSGNG BURRING: -IN WHICH ANCHORSCANBE PLACED ON THE END WALLS A5 CLOSE
TO THE SEE AS POSSIBLE. _
NV I _w
lk
T
jfr�F
242' GALVANIZED WASHED A'
2'#' CALVANIM WASHER
WITH 1/2' NUT
1/2' THREADED R00
O O `
WITH 1/z' NUT !'-
1/2' THREADED Roo
OPTIONAL FOR 'HIGH SEY
PU2�e� TE
OPTIONAL MR 'HIGH SET' y
EYES BOLTED TOGETHER (2)2- WITH 1A242'
BOLT h NUT WITH GALVANIZED
1/z' COUPLER
Yx4' BOTTOM PLATE NAIID
1/2- COUPLER 9 .:
1/2'x 12' FORGED EYEBOLT
Asm-{.-
LB S14E'
WASHERS (2AOOl8 SHEM CAPACR1�
MIN.
4.l :. • • a -IF
1/245' (400 LBJ CONCRETE
WEDGE ANCHOR INTO SLAB
THRU 2'.r P.T. BOTTOM PLATE
I
TO 2'x6' P.T. BANE
l. _____ _. 4' MIN.
-----_--
LLT BOLTED TOGETHER WITH 1/2IED 1� !'l
BOLT !e NUT WITH ' TP TIN ILL/RE N PAD WITH
KING AN REQUIRED (SEE TABLE 3),
1 /243' tOR
CONCRETE STAB En OTHERS THROUGH
(SEE TABLE FOR SPACING)
CONCRETE BY OTHERS THROUGH
LB SHEAR CAPA M6
WASHERS (2.000LB SHEAR CAPACTIYI; R
�vJ
30' EARTH AUGER ANCHOR A .' I j4
CONCRETE WEDGE ANCHOR
AN
(SEE TABLE 1 FOR SPACING)
EA-24QUAL
CUP
CUP OR EpUA1 LOCAL COOK AND JURIBOICRION
ES A
LOLL CODES AND JURIBDICIION
DIC
(SEE TABLE 4 FOR SPACING)` -L
SHED W11m SKID
SHED WITH SKID
SHED
WITH 'NO FLOOR' OPTION
TO.PADfOR`BbOCKING
ANCHORED TO CONCRETE
ANCHORED
TO CONCRETE
�.
TIE
-DOWN DETAILS
CODE VERSON RC 2a1T an T4n!m..scc-T
MMEFADTDREIR aappax{ 51aD$
BULLRNG TYPE ogamAwRA0E
CONSTRUCTION TYPE V-B
ROOF LIVE LOAD zaP3 w 35mX
BOOR GELD LOAD BPSF
FLOOR UVE LOAD 6Tn TIWff' - 1]5Ps' OPT.
(HURRICANE SHELTER USAGE 110
SCIIME FOOTAGE U35 TUN no WTI .
1 3 1 OImIMD MMOR B". AFL M M4 IxDNsoN I5/"fla 1 BIB II
Q Da
W
= 6
N V.
LIJ
Q GI
1.
LLJ 2.
J
m 3.
7D
0
Q
Ld
J
C'
Z
(n
I
LLJ
Q
0
Z
0
J
z
ME NOT PART OF THIS
GOVERNED BY LOCAL
FOR PROPER
D MEET CODE.
2/5/20
Sheet: AD-1 OF 1
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-B-180-C Side Wall Header Schedule 080C) End Wall Header Schedule 180C
Saeltl} Max. Span NJlb1 Fasle"ch'," snap
D4 ALUMINUM ROOF SHEATHING Builtling Width p (each entlXe}
Size Up to 14'Wtae Fasteners wf strap
1_2k4 6�T 0 4-3-x 0.131'nails - -
(each end)
•-0• �. Max, Span NJIb} 2-aX4-(c 4-0' atl} 6-3'xumber wi5
14'x4" F-U, 0 3-3'x 0131•nails a.Tabula[etl values are for No.2 grade 3pluce-P'vre-Fir lumber
F-
m
I
0
1x
RUNNERS
O
y
w
aQ
END WA
TRUSS
2•xe TRUSS
O 24' O.C.
MAX.
b. W - Number ofjack studs m ufmd to support each end.
4X4'Y2X4' B'-0" 1 6-3'x0.131'mils .�.
a. Tabulated values are for No. 2 unable Spmce�me-Fir lumber. c. Laitl Aat -T-'
b. NJ - Number ofjack Studs required to support each end d. No Jack studs, but a6 studs laid Oat.
c. Window, header for window openings that have more than 50% combined stud wall above ( C 7
and below, otherwise use door header schedule. •�
1. SEs aslbaR somaE rw .,
tl. as header details for ahemata 2. la outs, i.e. 2-2X4' or 4"x4° P.T. sa: xPJom soamc fqi
Y a�4Tp�Y M.yD6 HWE N®rtm m�rxWNc rsmc
e. The header can be attached to the top plate and thus have the combined strength NT eDDN. anugrs IPEm ro oom CODE INFORMATION
equivalent and use the maximum span stated. COVE Y 014 ..111 m• am•. -z
WNL sews
I
I ii vW1MNC
F
W 21d-',jml 1/Y Pt1NwU
as obs Pum on (I)rW
I
I' IY•IY OR 16'M' saneel
1 }YNI. ST05 Wv 6 s6assD
,z �/3
12' MAX
HYDROVENT DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
& DOORS
OPi10 AL
DOOR 6' WIDE OR LESS
xw•
N'•A'
4"x4" W/2"x4"
♦/-
WNUFACNRER
suPDaoR SHEDS
BUILDING TYPE
'S c
rasmomAL soar
CONSTRUCTION TYPE
V-a
ME PROfECTON
NONE
ME SUPPRESSION SYSTEM
MWE
OCCUPANCY
SmRAGE
ALLcw< NUMBER OF sromes
1
SWC WIND WOOD
V�IwnPx
EIIPOSURE
c
ENCLOSURE
Dmosm
WTEeM P un coE cingr
ais
UkIPOWANCE FACTOR 1.15
ROOF DEAD LDAD 1®3
G-F.I. —®+ NmES-OPTIONAL_ Fl RGTRIC ROOF 1NE LOAD ] OR 3 mw lay
OUTLET _� WINWG SFWl BE 14 CAGE 3-"RE MC /BRIE RObl DEAD LOAD 1wss
N " -D CASE IN A L MErA BOXES Willia� ¢ In ` rU00R UVE LOAD Sm. 1ms - t51W COT.
DESIGN PRES9URE9
SOURCE
L rr
SM?-63, sMlda, ICY iI85040
it- WaJs, ROoR ROOF
WA
ROOF ROOF FRAMING PLAN
WIRING DIAGRAM
DxK90axv'izw Po•-nteTerace
MODULES
MODULES
+27.8 -94.7
(Ohr1oNAL)
Gcaa, Flcritla 36T3b
R
PER BUMING
1
NURIBGNE PROIEC110N USAGE
Na
A1J5/DOORS/ UNDO +32.6/-29.2
HURMGANE SHELTER USAGE
NO
y,Px OR &ME z1T
ENT WIl1
'aa(R A RNooN lorAlKi15 YMI
SQUARE FDORAZE
719 s1fr. OR LESS
be Dom
«
REVISIONS
ss muAB 4nNE
s PIDy �'�
REV
DESCRIPTON
DATE
BY
�� � i u Jru4N IML
� i /� SMFAT611G avllas
SHE 16 Om
/
Wx,
M. of
oErAR.
9
i
N RUNMR
al alma:
Ld
Z
olaN* IBy: MTH
aH
i
rtTa'
i
J
Z
Cal
12/12/17
MI
N'uL
�
N/A
z_a saos o
za SaE I'IAIE
in
N
Ptlel .
x oc YAX
nam nuLHc
Q
SS-B-180C
bf SaE RNE
Lf SHE iWE
0.. w
F4-l:
1. P ARSE, Nor PAW o' TR RAy S r 4m JAE
aY IDCYf]Y]Pr
Fla]R mJYNC
i1SY RIE faC mm4Y WIwSD.YAMN 2 ix5 aUPPAG 6
Nl. SnAe 5'PP✓m 10 WIE rUIE
w J
com: M
WM PFR 1o16a
JET FICat Hml ala9-
~ a
E- ROOD r,R N6W NSL1W1xN
S = Ta WINS,
u E5 u
h
Saw,FRAYING*
fUnon7.lY smAP b/e-lo6 kA¢s STANDARD
EJxuL
WALL DETAIL
NvrE: Wu EaWNc 1 ME maaTas mall
Q
IaWalYl�3 ro aaoE
WITH
DOOR &WINDOW OPUONS
PMIM11rQ1 saA ro Rax- Aw9�� �N1suRE A
caNnNuolrs uun PAM MaiE MNL Ya1DDS ARE
O
E. uL duos. anaq 1MISSFS, era Jla: zs /x svR, ExoPr
AS Na1Pn
OppN s vkal .
Nar �N�N1p�, aN2T 1lETK dWPS. Tq Oi aID5
N
U
0. SI0.11LTPff.S Wm be 5Y R. YI4L aVE IN M' 111NINyy
ELEVATION CROSS—SECTION END
ELEVATION
xw• v.T. AnAO® Fml
- 3/l' P.L FLYY,PA
- a/r rx
9lLLL EE EONF➢ 6 CILVM'® 5'1!II 6 Nor Use
11wv aow• NoYW4 nJnalos
W
soul
S. To SE dISrJ ON -SE ms BY anvsu lace
TYPICAL ARCH FRAME
WrTH ODOR
laN m mavNENr. s¢
TA4E x mR awmmJ1T
- a/�- P.T. US
O
tGamble
MD
1. Au NWooNs o oaola To Timor RE 4NNW/ sPrc,iTuaxNs
�AaNa
2! e
3i•
(0 YM IJm ruv
ErT BN1s
m Rm]IF
g x1e' un rw
a+ sac nuE
RD3i m11Nla
WL
Ll LJ LJ L•J
F�---YAKS 6'-9' la 13d� atF3 6'$ TO 1S$
-a UJa
9d 11aa
•1
Ia
11'$
Sd
Ste•
ttl$
1'-Y
C-IV
IWPmmLSR
1 '
i
Rf1l OPvm GMme VOJN
Iwx v.�laRam 0lRWsaz aaa
1
�
P.T.ae TYP.
P.T.12
vnaWL ,16
Ve T
TYP. 'Aml J/!' dG RYJWA
{w' P.T. ATr/OIFD N11H
art{24 Wi EUll SEE
T2 fart GMYn1Y EE
1
1
I
Wes.
I
Tn /5 pfp Ftaw14 BwD01C abE
a MT YETk ST1UPa a41 BE amr MtaMT SIRUC Stool
YEiIBEIiS
quL srtos Tied
ADDS Ela ro OUS or W 11a5E
YEI1BFIs: ptvmm Twv TI¢ Jmm eaAl ooFS Nm WrEaE1E
EQnI BPMaS a5 112 SIRM.
i• of
STATE (,j`
F� 0 RID
O '' 0
CDMatthew T. Baldwin P.E.
Florida License #64608
END ELEVATION END ELEVATION nam .�1 ss soanuc W SUE Z
WITHOUT DOOR WITH GARAGE DOOR w
(plar dl ElT%.WJ FLOOR FRAMING PLAN m Sheet: SSB-1 OF 1