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
S-6"
13'-8"
280
3'-0"
240
S-e
10'-0"
200
3'-0"
160
3-0.
6'-0"
120
3-0^
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
Xt
X2
X3
1'-1q"
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.
T
30" AUGER ANCHOR
(4,900LB)
INSTALLED PER MANUFACTURER'S
INSTRUCTIONS. EYELET AT
MAXIMUM OF 6" ABOVE GRADE.
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 �%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
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"x16"
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"06"
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LBS
CO CRETE BLOCK QU TY
CEMENT AND SAND MIX
* BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"W06") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-8" 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)
END PAD
MAX. SPACING
END PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
SW/DW
4.15/332
0" TO 6"
6'-0"
1936LB
I, II, III, OR IV
1879LB
I, II, III, OR IV
SW/DW
6.00/480
0" TD 6"
6'-0'
2558LB
I, II, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
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" TO 6"
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR IV
6'-0'
sW
3.00/240
0" TO 6"
6'-0'
1658LB
I, II, III, OR IV
1866LB
I, II, III, OR IV
* LOAD WIDTH 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 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.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
13'-8"
7.00
243
6-d' TO S-O"
10'-0"
11'-8"
5.00
208
0'-0" TO S-0"
10'-0"
10.-0., -
5.00
174
Y-w TO S-G"
10'-0..��
6'-0"
3.00
104
0'-0" TO 3'-W
1O,_O"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
20'-0"
10.00
400
V-0" TO 3'-W
5'-0"
:*LOAD WIDTH OF UPLIFT ON RUNNER
***LOCATION FROM END WALL OF AUGER ANCHOR
MAXIMUM SPACING BETWEEN ANCHORS
i. NOTES
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.
Y-- w.
2"x2" GALVANIZED WASHER c ,
2"xZ" GALVANIZED WASHER
WITH 1/2' NUT
WITH 1/2" NUT . f _ OPTIONAL DE 'HIGH SEL'
- FOR-
NOTCH OR COUNTERSINK BOLT
1/2' THREADED ROD
OPTIONAL FOR "HIGH SET'
1/2" COUPLER _
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH (2)2'x2' GALVANIZED .�� •. 1/2 COUPLER,, f
-
WASHERS (2.000LB SHEAR CAPACffY)` 1: i1� /
MIN.
THRU 2"x4" BOTTOM PLATE
2"x4" BOTTOM PLATE NAILED
TO 2"x6' P.T. BASE
1/Z"x5" (400 LB.) I•
MIN.
1/2'z12' FORGED EYEBOLTI'y
_
d-..w1�M
WEDGE ANCHOR INTO SLAB
INTOCONSLAB-----1-
THRU 2'x4' P.T. BOTTOM PLATE I
EYES BOLTED TOGETHER WITH 1/2"x2'
•011g#.y�p�p �f
(SEE TABLE 1 FOR SPACING) -----_-' A-----1
TYPE I. II. III. OR IV PAD WITH
BOLT & NUT WITH (2)2 x2" GALVANIZED '�`
WASHERS (2.000LB SHEAR CAPACITY) BLOCKING AS REQUIRED (SEE TABLE 3).
1/2'x3 40O,tiLB.')i� � SIMPSQN°A-.24 - CONC�REfFI SLAB BY OTHERS THROUGH
� �,.v
CONCRETE WEDGE�ANCF OR CLIPsOR EQUAL LOCAL CODES AND JURISDICTION
(SEE TABLE 1 FOR SPACING) •
��
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
30" EARTH AUGER ANCHOR
TABLE 4 FOR SPACING)
� �
'NO
(SEE
SHED WITH SKID
SHED' WITH-SKCD �
SHED WITH FLOOR' OPTION
TO PAD OR BLOCKING
GANCHORED-TO-CONCRETE
ANCHORED TO CONCRETE
DTI D`0WN DETAILS
CODE VERSION I FOC 2017 am EM.. ASCE-7
MANUFACTURER SUPERIOR SHEDS
BUILDING TYPE
i9C""" u NSEORACE
CONSTRUCTION TYPE
v-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
MIORAGE
ALLOWABLE NUMBER of STORIES
1
BASIC WIND SPEED
V-1w.ph
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
LIS
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
2OPSF OR 300Ihe
FLOOR DEAD LOAD
8PSF
FLOOR LIVE 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 SOFT.
DESCRI
1 2017 FFHC 11,112/17 M1B
2 GROUND ANCHOR 6' AF.c MAX., ANcuoR Ex1ENsaN s/za/1a M1B
V) - MTB
Q Date:
Ld 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.
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.
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Sheet: AD- 1 Or 1
Side Wall Header Schedule (180C) End Wall Header Schedule (180C)
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-B-1-C �..
Sl2e d Max. San N Fasteners w/o strap +
Building Width { } P J[b} (each end)(c)"
D4 ALUMINUM ROOF SHEATHING Fasteners w/ strap
Size Up to 14' Wide 1-2"x4° F- 0 4-3" x 0.131" nails ... ....... .....
.............._............_..__.._.._...._..-.
0'-0" MAX. Max. Span NJ{b) (each end) 2-2'x4"(c) 9 O' o{d} 6 - 3° x 0.131' nails 1"
1-4"x4" 6'-0" 0 3 3° D 131 ° 'I a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. -� ( 1
fO
0
M
0
1x
RUNNERS
0
W
w
END W
TRUSS
2"x4' TRUSS
0 24" O.C.
MAX.
- x nal s ,
b NJ - Number ofjack studs required to support each end.
4°x4' w2"x4° 8'-0" 1 6 - 3' x 0.131 ° nails
a. Tabulated values are for No. 2 grade Spruce�ine Fir lumber. c. Laid flat
b. NJ - Number ofjack studs required to support each end. d. No Jack studs, but 2x6 studs laid flat.
c. Window header for window openings that hake more than 50% combined stud wall above . 2
and below, otherwise use door header schedule. -NOTES
... � ?
Cl. See header details for aftemate layouts, i.e. 2 2 1. SEE FASTENER SQ40UE FOR HARDWARE"x4" or 4"x4" P.T. 2. SEE sa+E VE DRN� �� ABOVEA HAVE aEDOrl
e. The header can be attached to the top plate and thus have the combined strength BELOW, OT ERWiSE REFER To DOOR H9DER% CODE INFORMATION
equivalent and use the maximum span stated. CODE VERSION FDO 2017 ft Effd M1 Afia-T•
2014 NO
MANUFACTURER SUPERIOR SHEDS
WALL STUDS 1 i BUILDING TYPE OF RED BLRU) G
II RESIOEMW. $FORAGE
CONSTRUCTION TYPE v-8
SOIGLE 2'.4'
EXTERIIOR HEADER FIRE PROTECTION NONE
SHEATHING
I I I I I I FIRE SUPPRESSION SYSTEM NONE
j 1 i 1 (2) z W WITH 1/2• PLYWOOD
I
I I - OR OSB FILLER OR (Q'V"• 2W OCCUPANCY STORAGE
I I1 12'.1z' OR i6-.4- BETWEEN 4•.4' ALLOWABLE NUMBER OF STORIES 1
, L 11 WALL STUDS VENT IS SECURED
ro sHFATHNc AS PER 12' MAX. BASIC WIND SPEED V�iBOmph
MANUFACR' NMI CIIONS
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE C
OPTIC AL & DOORS DOOR 6' WIDE OR LESS 4"x" W/2"x4" ENCLOSURE 94MDSED
INFERNAL PRESSURE COEFFICIENT +/- O.ta
IMPORTANCE FACTOR 1.15
ROOF DEAD LOAD ,OPW
OUTLET NOTES -OPTIONAL ELECTRIC ROOF LIVE LOAD
3ovsF OR 30gb POINT LOAD
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE.--T';�'.�,..r �ror 1,NF rnr:,uernc�:e. qc FLOOR DEAD LOAD 1OPS
N LL -ENCASE IN ALL METAL BOXES. �amE. ��-rr�
N'ill,am E. \vary, III FLOOR LIVE LOAD STD. 7EPSF - 126PSF OPT.
DESIGN PRESSURES
SOURCE
L 11
SNIP-51, SMI-79, ICC SIRS040
'R' RATING
N/A
ROOF +27.8 -94.7 ROOF
FRAMING PLAN
WIRING DIAGRAM
106S9OakviewPOinteTe;Tace
OF WALLS, FLOOR, ROOF
MODULES PER BUILDING
,
WALLS/DOORS/ INDOWS +32.6/-29.2
(OPTIONAL)
Gotha, Florida 34734
HURRICANE PROTECTION USAGE
NO
-
HURRICANE SHELTER USAGE
NO
Wr ALPINE 2W
END *ALL
•DOOR m WINDOW LOCATIONS VARY
SQUARE FOOTAGE
710 SOtT. OR LESS
QUAL
REVISIONS
REVISIONS
ss s `F COLLARmaw,�NE
z ,
EffAD DETAIL
REV
DATE
BY
OR EC
I 4a I
SHEATHR0NG OPTIONS
ME HEADER
iUx 2.4
u• o.C.
1z4 RUNNER
ON INSIDE
W
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DmWn BY MTB
2a 0
END A1L5
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Date;
12/12/17
END WALL
O
Scal=
�I�.-.
N/A
.4 2STUDS O
T 4 SOLE PLATE
(n w
vcI
2z4 SOLE PLATE
2,4 SOLE PLATE
24 O.C. MA,L
FLOOR FRAMING
(n
SS-B-180C
�
1. DAT1 PLANS ARE NOT PART OF THIS PLAN SET AND Afar
FLOOR FRAMNG
GOVERNED BY LOCAL JURLSDICr10N-
SnIDS SECURED TO SOLE PLATE
J
LLJCODE
2. THIS BUILDING IS DIEMPT FROM THE FOG ENERGY CONSEINATION
PER SECTIO 1016.ZZ
LJ .
_
AND FLOOR FRAMING WITH 0.030'
(1mm).12• STRAP W/a-1m NAILS STANDARD
WALL DETAIL
NOTE WALL. FRAMING MEMBERS ARE CONTINUOUS FROM
Q �
3. REFER roTIE- OETA65 FOR PROPER NsduATI011
REQUIREMENTS TO CODE
LJ
ARE$ 6•-0• ro t3'�'
LJ
LJ
OR EQUAL
FLOOR SHFATHNG: WITH
DOOR & WINDOW OPTIONS
FOUNDATION SILL TO ROOF AND SEW TQ ENSUIE A
CONTINUOUS LOAD PATH. _ IYHy WJLLL�RI4�S ATE
~ O
4. ALL STUDS, RAFTQS, TRUSSES, ELC. ARE 2.4 (f2 SPF, EXCEPT
As Norm.
—VARIES s'-0' TO 13-E-
- 3/4• PLYWOOD
Nor CONTINllgqUUS5,, SHEET METAL PS, TIES, OR CLPS
(n (�
S. STRUCTURES OVER 4W s0. Fi: WILL HAVE AN BO' MINIMUM
ELEVATION CROSS-SECTION
END ELEVATION
P.T. ATTA 04D WITH
- 3/4- P.T. PLYWOOD
- 3/4' T&G
SHALL EE F'ORIMED OF CALVAN® STEil OF Nor LESS
THAN O'er' NOWNAL n90I
LIJ
DOOR
6. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LaCAL
TYPICAL ARCH FRAME
WITH DOOR
H24
H24 OR EOIfNALZM. AN
AEG FOR ouANmY AND
- 3/4' P.T. T&G
'-D•
7. ALL WINDOWS AND Dom TO MEET THE MINIMUM SPECIFICATTONS
u
AS pm FLORIDA BUILDING CODE
8. FLAT METAL STRAPS dJ4 BE BEM AWND STRUCTURAL MEMBERS
QF WALL $RIDS.. TRUSSES, CHorms, ETC. TO HELP SECURE THESE
O T�z.4 um FIAT
i
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NEN6Fi6: PNDYIUFJ] THAT THE AOD[O) BEND DOES NOT INTERFERE
A EXISTING @MtM 'E DS IN THE Snits.
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WALLS
o
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2,4 BUDMNG
q i
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g 21.6• LAID FLAT
i
C
�_ 3
'y 1 2.6 P.T. 247 O.C. TYP.
g I OPTION& 125PSF o 16' D.C.
L
/
/ �• STATE �' \
TYP. WITH 3/4• T&G PLYBOQ,D
I
/ OF \
''.•
2.4 SOLE RAM
I 4•.4• P.T. ATTACHED WRH
ODUANIMY
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' ''•••..
FLOOR FRAMING
2 FOR AND
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Matthew T. BQIdWin P.E.
ARES 6'-0• TO 13'-r• -----VARIES 6'-W TO IS-B•
--
x-- --- ---- ---- --- ---- ----___ -_---- ---- --- ---- ---- ---
()
END ELEVATION END ELEVATION
Z
Florida License #64608
WITHOUT DOOR WITH GARAGE DOOR
FLOOR JOISTS
SCHEDULE FOR S . EE SIZE
(ONLY ON ENOWAW
FLOOR FRAMING PLAN
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Sheet_ S S B — 1 OF 1