HomeMy WebLinkAboutConstruction PlansFlorida
('J pr
DeAartment of Business
&Professional Regulation
Halsey Beshears, Secretary
August 07, 2019
Alex Martens
Superior Sheds, Inc.
2323 S. Volusla Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: August 07, 2022
Dear Alex Martens
FLA Manufactured Building Program
2601 BlairStone Road
Tallahassee, Florida 3239MT72
Phone: 850.487.1824• Fax 950,414.8436
Ron DeSantis, Governor
It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange
City, FL 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 in Florida.
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 is a contractor for the Department and has statutory 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 at least once each year.
You must grant complete access to your manufacturing facility and records to remain In
compliance with the rules and regulations of this program. I
Your certification is approved for three years from this date. You will receive a renewal notice by
Email generated by the BCIS (www floridabuilding.org) for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.florldabuilding.org to see valuable Information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Top Line Engineering, LLC
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 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" B0170M 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 CO CRIETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
S-0'
13'-8"
280
3'-0'
160
S-r
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
X1
X2
X3
13'-8"
1'-10)"
1'-101x"
1,_to)•
11'-8"
2'-8-
6'-4'
-
10'-0"
V-7•
6'-IO"
_
8'-0"
0'-9'
6'-6.
-
6'-0'
O'-10"
51'
-
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4-
SKIDS ONLY. 8' 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�"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'xe"x16"
3500LBS
CO CRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"xl6"
395OL13S
ABS PLASTIC PADS
IV
a"x8"x16'
1900LBS
CO
CEMENT
CRETE BLOCK -W-AUTY
AND SAND MIX
• BASED ON 20WPW SOIL BEARING CAPACITY (2000PSF IS TOPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (a-41- 167 MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-B' AND IS-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
13'-8"
SW/DW
4.15/332
0' TO 6'
6'-0'
1936LB
I, 11, III, OR IV
1879LB
I, 11, III, OR N
11'-8"
SW/DW
6.00/480
Cr TO 6"
6'-0'
2558LB
I, 11, III, OR IV
2558LB
I, 11, III, OR IV
10'-0"
SW/DW
5.00/400
0' TO 6"
6'-0'
240OLS
I, 11, III, OR IV
2400LB
I, 11. III, OR IV
8'-0.
SW
4.00/320
0' TO 6'
6'-0.
2029LB
I, 11, III, OR IV
2133LB
I, II, III, OR IV
Sill
3.00/240
1 0" TO 6'
6'-0'
1658LB
I, It. III, OR N
1866LB
I, 11, III, OR N
• LOAD WIOM OF UPLIFT ON RUNNER
ES
1. PAD 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 SPADNG.
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...
7.00'.
243. _ 1
0 -0 TO 3',-0_".
_ 10'.-0 -
11'-8"
6.00
208
Y-cr TO S-V
10'-0"
10'-O"
5.00
174
V-0' TO 3'-0'
10'-O'
8'-0"
4.00
138
V-O' TO S-0'
10'-0"
3.00
104
U-0' TO S-e
10'-o"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
UPUFT (PLF)
END ANCHOR' -
MAX. INTERIOR SPACING...
20'-0"
1 10.00
1 400
1 O'-0' TO 3'-0'
1 5'-0'
• 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 /SCE-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 ARE REQUIRED IF SPACING IS MORE THAN 10'-0'
BETWEEN ANCHORS_
4. ANCHORS SHAH BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
Ux NG BUILDING; IN WHICH ANCHORS CAN BE PLACID ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE
un w
2W GALVANIZED WASHER
pV _ /+`�j
2 GALVANIZED WASHER e 4 v
Wm1 1/zyNUT. _n ._ .:T<•
WITH 1/2" NUT
1/2" THREADED ROD
OPTIONAL FOR "HIGH
■/��1�
CF O I,V I�FAeey♦RyB",;
NOT R ��ppUU B O
/2 THREADEDgiROD
OPTIONAL FORT.'NIGHlSLT 2?'�'�'-'- S
EYES BOLTED TOGETHER WITH 1/2'x2'
BOLT h NUT WRH (2)2'x2' GALVANRED
1/2' COUPLER
MR 2'�8OTT0 PLATE
''00�-RRff00 �V
CAUPLE(t_- ^'f i '" L
N•.y�_ 5 _. _
WASHERS (2.000L9 SHEAR GIPACTY)
-
1/26a5' (400 LB.) CONCRETE
TO 2 i6' P.T. RASE
_
1/2 12 'fQRGED EYEBOLT -` gggg-' B--+•
1% _` t
.
MIN.
n ;.: • .
WEDGE ANCHOR INTO SLAB
THRU 2'x4' P.T. BOTTOM'�-
'E
MIN.
1 I
EYES BOLTED TOGETHER WIMryf/2.x2 JgpEJ..JI
J_
(SEE TABLE 1 FOft
MRSPACING)
BOLT h NUT WITH 'GALVANIZED 1W_IOR-IV(PAD WITH
(2)2 x2 - _
WASHERS (2000LB SHEARCAPACRYJ '" BLOCIONC AS_REO�mED (SEE TABLE 3).
-
1/2'x3' (400 LB.)
CONCRETE WETICE ANCHOR
SIMPSON A 24 CONCRETE SLAB BY OTHERS 1HROVGH
SIMP OR EQUAL LOCAL CODES AND JOTHERSTITH
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
S �.,
30 EARTH',AUGER ANCHOR ? --= L
(SEE TABLE 4 fORSPACING)
(SEE TABLE 1 FOR SPACING)
SHED WITH SKIQ
SHED WITH SKID
SHED
WITH 'NO FLOOR' OPTION
_
ToPAD' OR KBLOCkINGy
ANCHORED TO CONCRETE
ANCHORED
TO CONCRETE �O
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CODE VERSION
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OCCUPANCY
STORAGE
NLOWABIE NUMBER OF STORES
1
EiARC WIND SPEED
v.-Im"pn
E%POSURE
D
ENCLOSURE
OICIP3D
INTERNAL FRE35UIE COERIOENT
./- we
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
las
ROOF LIVE LOAD
e F DR D
RODR DEAD LAN
IPSF
FLOOR UyE LOAD
Sm. 78PSF - I] OPT.
TP RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
t
HURRCANE PROTECTION USAGE
NO
HUMCANE SHELTER USAGE
NO
SQUARE FOOTAGE
IE9 t1UN TN SOFT.
REVISIONS
REV
DESCRIPTON
DATE
BY
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2018-12-20 T( -.INE ENGINEERING APPROVAL PI #SS-B-180-C Side Wall Header Schedule (180C) End Wall Header Schedule (180C)
Fastenerswlo strap
Size(d) Max. Span NJ(b} any
D4 ALUMINUM ROOF SHEATHING Building Width Fasteners w/ stn.'� each end c ___ ..__ r r
Size Up to 14'Wide 1-2'x4' 6-(r D 4-3•x 0.13P nails ��•r_
M NJ (each end) 2 T' 4- Sfl• d fi 3' x U 131' mils
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TRUSS
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DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
+27.8 -94.7
ALLS/DOORS UNDO S
+42.6/-28.2
14"X4" 6'-0" 0 3-3• x 0.131' nails
a. Tabulated Ialues are for No. 2gmde 6pruce-PineFir lumber
b.NJ-Num",jack
— I
4'x4'v/Px4' BID- 1 6-3•x 0. 131•nails
studs required to support each end.
lumber.
a. Tabulated wlues are for s r 2 fired t Spmport each
b. NJ- Number otjack studs required to support each end.
c. Laid flat
d. No Jack studs, but 2(6 studs laid flat.
c. Window header for wino openings that haw more than 500h combined stud wall above
I G�
and below, olhemdse use door header schedule.
tl. See header details for alternate layouts, i.e. 2-7x4" or 4"x4' P.T.
1. so: FhSTeaa saFAxE rW
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e. The header can be attached to the top plate and thus haw the combined strength
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CODE INFORMATION
equivalent and use the maximum span stated.
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IYDROVENT DETAIL
SIDE WALL WINDOWS
END WALLS WINDOWS &
& DOORS
(OPTIONAL)
DOOR 6' WIDE OR LESS
. -
25N'
4"x4" W/2"x4"
+/-
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ALLOWABLE NUWBER OF STONE
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INIMNAL PRESSURE 000710ENT
ale
IMPORTANCE FACTOR 1.15
ROOF DIAD UCAD t�
G.F.I. — {' NOTES-OPRONAI EI CCTRIC OUTLET ROOF L IDAD SNS OR aOOb Mar uuD
-ALL WIRING SHALL BE 14 GIDE 3-WIRE MC CABLE �ti "� wl`i:".'.ram it00v DFID LOAD lres'
SOURCE N 11 -ENCASE IN ALL METAL ROxEs. William ENo." III I ILOOR DVE LOAD sm TNY - t26P4 mr.
SNIP-51, SMI-T9, ICC 518509E
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WIRING DIAGRAM lOG!90akvie»P9lnte ierrare MO WING OF WALL, FlWR, ROOF
WA
(OPTIONAL) coma, Ronda 39ra9 LEs PER BUILDING
HURNCANE P CRON USAGE No
NURNCNNE SXEI.IEA USAGE
W
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REVISIONS
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ELEVATION CROSS—SECTION
END ELEVATION
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END ELEVATION END ELEVATION Z
WITHOUT DOOR WITH GARAGE DOOR Flma.losi, sTt M sox
(day all OV'('AW FLOOR FRAMING PLAN m Sheet SS13-1 OF