HomeMy WebLinkAboutEngineering, SETUP 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 UNE, ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
BUILDING IS BLOCKED O THE HIGH SPOT AND TH
N N LEVELED. E 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.
B. 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 CONCRETF
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
UPLIFT (PLF) ANCHOR SPACING
20'-0"
400
3-e"
13'-8"
280
3-6"
11'-8"
240
S -C
1o'-0"
200
3'-e
8'-0"
160
3-0'
51' -
120
V -V
-VALUES ME FROM END OF JOIST TO CENTERS OF (2) 4•x4•
SKIDS ONLY. 13'-8' WADE SHEDS HAVE (4) SETS OF SKIDS.
7
30" AUGER ANCHOR
(4,900LB)
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)j'x4j"
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
UNED 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
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2 X3
13'-8"
V-10)"
V-16)" 1' -IO)"
11'-8"
2'-8"
6'-4' -
10'-0"
V-7
6'-10" -
8'-0"
0'-9"
6'-6" -
6'-0"
0'-10"
51' -
-VALUES ME FROM END OF JOIST TO CENTERS OF (2) 4•x4•
SKIDS ONLY. 13'-8' WADE SHEDS HAVE (4) SETS OF SKIDS.
7
30" AUGER ANCHOR
(4,900LB)
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)j'x4j"
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
UNED 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
3
SHED DESCRIPTION
FkD
TYPES
INTERIOR SPACING...
TYPE PAD DIMENSIONS
MAX. LOAD"
MATERIAL
I 2"x8"x16"
1778LBS
CONCRETE
BLOCK QUALITY
END PAD
SIDE RUNNER
PAD TYPE
CEMENT
AND SAND MIX
If 4'x8"x16"
3500LBS
CONCRETE
BLOCK QUALITY
6'-0"
1936LB
CEMENT
AND SAND MIX
III 16'x16"
3950LBS
ABS PLASNC PADS
IV 8"x8'x16'
1900LBS
CO CRETE BLOCK QUALITY
2558LB
1, II, III, OR IV
CEMENT AND SAND MIX
• BASED ON 20GOPSF SOIL BEARING CAPACW (2000PSF IS TYPICAL)
OTE
1. HOLLOW OR SOLD CONCRETE BLOCKS (15%8•x18) MAY BE STACKED
ON PMS FOR HIGH SER UP M 48• WITHOUT RBNFORCING.
2. ABS PADS REQUIRED ON IV -8' AND 13'-8' WIDE SHEDS ONLY.
• LOAD WIDTH OF UPUFT ON RUNNER
NOTES
1. PM SPACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING 15 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.
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
LW'
PAD
INTERIOR SPACING...
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
13'-8"
SW/DW '
4.15/332
0' TO 6"
6'-0"
1936LB
I, II, U. OR IV
1879LB
I, IL III, OR IV
11'-8"
SW/DW
6.00/480
0" TO 6"
6'-0'
2558LB
1, II, III, OR IV
2558LB
I, II, III, OR N
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
W TO 6'
6'-0'
2029LB
I, II, III, OR IV
2133LO
I, II, III, OR IV
6'-0'
SW
3,00/240
0' TO C
6'-0'
1658LB
I, 11, HE, OR IV
1866LO
1, If. III, OR N
• LOAD WIDTH OF UPUFT ON RUNNER
NOTES
1. PM SPACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING 15 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.
• LOM 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 ME CENTER -TO -CENTER
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER,
ADDITIONAL INFERIOR ANCHORS ME REWIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS -
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHOD IS PLACED NEXT TO AN
MISTING 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'
UPUFT (PLF) END ANCHOR-- MAX.
INTERIOR SPACING...
13'-8"
7.00
243 0'-0" TO 3-0'
10'-0"
11'-8"
6.00
208 O-0' TO 3-0"
10'-0"
10'-0"
5.00
174 0'-0' TO 3-V
10'-0"
8'-0"
4.00
138 0'-0" TO 3-0"
10'-0"
670"
3.00
104 0'-0" TO 3-0'
10' -0 -
FLOOR UYE LOAD
THRU 2"x4' BOTTOM PLATE
1/2' WUPIER
WA
_:
TABLE
30" AUGER ANCHOR SPACING
B
- DOUBLE
WIDE
SHED WIDTH
LW"
UPUFT (PLF)
END ANCHOR--
MAX.
INTERIOR SPACING...
20'-0"
10.00
400
0'-0" TO S -V
5'-0"
• LOM 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 ME CENTER -TO -CENTER
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER,
ADDITIONAL INFERIOR ANCHORS ME REWIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS -
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHOD IS PLACED NEXT TO AN
MISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE
I CODE VERSION iS HII> OO, i2gery ASCE-)
MINVFACfURER yypplpp glBq
CONSRTUCRON TYPE
T
FIRE PROTECTION
2'x2' GALVANIZED WASHER
FIRE SUPPRESSION SYSTEM
NOW
OcCuPANCY
2'x2' GALVANRFD WASHER
AuaWARIE NUMBER OF SMRIR
1
WITH 1/2' NUT
1/z' THREADED ROD
UPOSURE
c
WITH 1/2' NUT
FNCLa30
INTERNAL PRESSURE COEFRCIENT
+/- 0.14
OPTIONAL FOR 'HIGH SET'
1.15
NOTCH OR COUNTERSINK BOLT
1/2' THREADED ROTI
OPTIONAL FOR 'HIGH SET'
ROOF LNE LOAD
xRs OR DORM
EYES BOLTED TOGETHER WITH 1/2'x2'
BOLT & NUT WITH (2)2•x2' GALVANIZED
7/2' CWPIFTt
FLOOR UYE LOAD
THRU 2"x4' BOTTOM PLATE
1/2' WUPIER
WA
_:
WASHERS (2000L3 SHEAR CAPACIW)
HURRICANE PROFECRON USAGE
NO
2•x4' BOTTOM PULE NAILED
TO 2"x B' P.T. BASE
1/2'x12' FORCED EYEBOLT
SWINE FOOTODE
):
,
)( MIN.
1/2WEEDDG AN LB.J WNCRETE
E CHOR INTO SLAB
MIN.
°
• . ° _
THRU 2•x4' P.T. BOTTOM PLATE•
EYES BOLTED TOGETHER WITH 1/2'x2'
TYPE I, II, III, PM
(SEE TABLE I FOR SPACING)
e------- "--- - -
BOLT & NUT WITH (2)2•x2• GALVANIZED
WASHERS (2.0001B SHEAR CAPACITY)
y
s
OR N WITH
BLOCKING AS REQUIRED SEE TABLE 3
( )'
1/2•x3' (400 LBJ
SIMPSON A-24 CONCRETE SLAB W OTHERS THROUGH
WNCRETE SUB BY OTHERS THROUGH
CONCRETE WEDGE ANCHOR
CUP OR EQUAL LOCAL CODES AND JURISDICTION
LOCA_ CODES AND JURISDICTION
30' EARTH AUGER ANCHOR
(SEE TABLE 1 FOR SPACING)
(SEE TABLE 4 FOR SPACING)
SHED
WITH
SKID
SHED WITH SKIDANCHORED
SHED
WITH FLOOR' OPTION
TO PAD
OR BLOCKING
TO CONCRETE
ANCHORED
D TO CONCRETE
TIE
-DOWN DETAILS
I CODE VERSION iS HII> OO, i2gery ASCE-)
MINVFACfURER yypplpp glBq
CONSRTUCRON TYPE
V -B
FIRE PROTECTION
NON[
FIRE SUPPRESSION SYSTEM
NOW
OcCuPANCY
SfORILE
AuaWARIE NUMBER OF SMRIR
1
BASIC WIND SPEED
y,.-16MgM1
UPOSURE
c
ENCLOSURE
FNCLa30
INTERNAL PRESSURE COEFRCIENT
+/- 0.14
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10FW
ROOF LNE LOAD
xRs OR DORM
FLOOR DEAD LOAD
5,10,
FLOOR UYE LOAD
sM T(PSF - IIIEP3F OPT.
R' RATNG OF WA . fL00K ROOF
WA
MGDULL9 PER BUILDING
1
HURRICANE PROFECRON USAGE
NO
XURRKINE SHELIFA USAGE
NO
SWINE FOOTODE
LLb5 TVN T10 m.Ff.
V)
0
W
W
0
►2
)N PUNS ME NOT PARI OF THIS
AND ME GOVERNED BY LOCAL
ION.
DING IS EXEMPT FROM THE FBC
:ONSERVATION WIDE PER SECTION
DEFER TO TIE -DOWN DETAILS FOR PROPER
RSTALATION REQUIREMENTS TO MEET CODE
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Matthew T. Baldwin P.E.
Florida Ucense 464608
AD -1 OF 1
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS -B -180-C
ALUMINUM ROOF SHEATHING
FLOOR
rR00P +27.8 -94.7
ACLS/DOORS ANDOWS +32.8/-29.2
ROOF FRAMING PLAN
ELEVATION CROSS-SECTION
TYPICAL AR 14 FRAM
END ELEVATION
WO GARAGE DOOR
MY ON MD*"
_Side Wall Header Schedule (180C"F.stenemvd
End Wall HeadetC ule 1800
euilding Witlth Sizell Max. Span NFaster s wlo step
S¢e (each end cFG-0" a -(e x 0.131' nails�yeavnl 94 x. a _".",. __us
4k4°w2k4' 8'-0" 7 8-3'x 0.731'nails
NJ attack studs required to support each and.
a. Tabulated Nelues are or No. 2 grade SpruceFinefir lumber.
11b.
c. Laid flat
b. NJ - Number ofjack studs required to support each end.
d. No Jack studs but alb studs laid Iter
c. Window header for window openings that halve more than 50% combined stud wall abote
11'-a•
and below, otherwise use door header schedule.
Date:
J. Sea header details for attemete layouts, i.e. 2-2"x4" or 4"W" P.T.
a. The header can be attached to the top
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_Side Wall Header Schedule (180C"F.stenemvd
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euilding Witlth Sizell Max. Span NFaster s wlo step
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NJ attack studs required to support each and.
a. Tabulated Nelues are or No. 2 grade SpruceFinefir lumber.
11b.
c. Laid flat
b. NJ - Number ofjack studs required to support each end.
d. No Jack studs but alb studs laid Iter
c. Window header for window openings that halve more than 50% combined stud wall abote
11'-a•
and below, otherwise use door header schedule.
Date:
J. Sea header details for attemete layouts, i.e. 2-2"x4" or 4"W" P.T.
a. The header can be attached to the top
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G.F.I. I NOTES-OGmON E3F TR
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FI
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3 OF WALLS, FLOOR,
FOR BUILDING
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_
�b� Manufactured Building Program
2601 Blair Stone Road
dbpnerro~~~ ""��^=~ =^='' nu|nm �mhuaumuom�77o
Phone:850.487.1824,Fax 851414.11436
Halsey Beshemrs, Secretary RmnDeSandm' Governor
August o7, zn19
'
Alex Martens
Superior Sheds, Inc.
zoz3a.vo|usiaAve
Orange City, FL32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: August 07, 2022
Dear Alex Martens
ztismvpleasure ooinform you that Superior Sheds, Inc,located otz3asS.vn|us|aAve, Orange
City, PL 32763, has been approved under the Manufactured Buildings Program, as provided for
under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured
Buildings for installation inFlorida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency Js a contractor for the Department and has sta.tutory authority and responsibilities
|
that must be met to maintain approved status. You may expect and demand quality plans
|
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed, approved and
indicated [on the cover page of the plans)for compliance with the Code by your Third Party
/
Agency for plans review. Please ensure that your plans are in compliance and are properly
posted on our website.All site-related installation issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits atleast once each year,
You must grant complete access tnyour manufacturing facility and records to remain in
compliance with the rules and regulations ofthis program.
Your certification is approv'ed for three years from this date.You will receive a renewal notice by
Email generated bythe BUS ( for online renewal. zfyou have questions
you may contact Robert Lorenzo at 850'717'1835 or our FAX at 850'414'8436.
Please visit our website ut ww floridabuilding.org unsee valuable information vnthe Florida
Manufactured Buildings Program,A copy of this letter must accompany applications for local ^
building| porm|ts.
Sincerely,
^_V
Robert Lorenzo
Manufactured Buildings Program
cc:TopLine Engineering, LLC
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