HomeMy WebLinkAboutLETTER AND PLANSFLA Nfarrufechfred Otiddirg Program
040 North Moose Sired
rrure55iumai raWimee, Florida 323°i ?72
-R ujati - - - - - - - - ---- - - - - - - - - - - Phow 850.487.1824• Fax: W.414.8436
Ken Lawson, Secretary
Alex Martens
Superior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019
Dear Alex Martens
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.
Your certification is approved for three years from this date. You will receive a renewal notice by
Email generated by the BCIS (www.floridabuildinci.ora) 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.floridabuilding.orci 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: Professional Service Industries
Rick Scott, Govemor
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SETUP 'AN'D • INSTALLATIC OF SINGLE WIDE SHED
ICDiNG-IS PtAC-EB IN-REQ�ISTE SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY
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--SUPP f2TED TO -LEVEL,, BL-OCKED_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-rOl�XA1viPEE)-FEjxDER=DES}GN=TRANSFERS=THE-SE--L
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 IS DRILLED' INTO THE
CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS'F4,TTEQ THRU THE BOTTOM
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE': CIONCRETE WITH A 1/2"
WEDGE ANCHOR. '
7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5 WEDGE ANCHOR THRO THE
2"x4" BOTTOM, PLATE. j
TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
280
3'-6"
11'-8";
240
10'-0"
200
6'-07
120
TABLE 2.
SKID 'RUNNER SPACING*
SHED WIDTH
"Xi
X2
X3
13'-8"
1'-1,W.
-
10'-0"
V-7"
6'-10"
-
8'-0"
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. '
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
I. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2. BLOCKS ARE THEN PLACED AT D-6Tl=ER.-ENe--T^_ ' E`EN ONCE -TIE_
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)1"x4"
BOL-T AND -NUT.- THE- SECOND .SECTION_I_S HEN 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
- - GE DOf1RS F6R ENS} 4P-LE}. Z DE-R--DESIrN TRANSFERS THESE LOADS
TABLE 3A
PAD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD*
MATERIAL
1
2"xB"x16"
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"x8"x16"
3500LBS',
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"'
3950LBS
ABS PLASTIC PADS
IV
8"x8"x15"
1900LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
v11 �wUrnr ]UIL bLMING CAPACITY (2000PSF IS TYPICAL)
NOTES
I. HOLLOW OR SOUD CONCRETE BLOCKS (8'x8'xt6') MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-8" AND 13'-B" 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
Cr TO 6"
6'-0"
1936LB
I, II, 111, OR IV
1879LO
I, II, III, OR N
SW/DW
6.00/480
O" TO 6"
2558LB
I, II, .III, OR IV
255818
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"
6'=0"
2400LB
1, II, III, OR IV
2400L8
I, II, III, OR N
SW'
4.00%320
0" TO 6"
6'-D"
2029LB
1, 11, III, OR IV
2133LB
1, 11, III, OR N
SW
3.00/240
0" TO 6"
6'-0"
1658LB
I, II, III, OR IV
1866LB
I, II, 111, OR. N
NOTES __...._..
I. 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.
2"4" GALVANIZED WASHER
WITH 1/2- NUT
1/2' THREADED ROD
OPTIONAL FOR "HIGH SET"
1/2" COUPLER
• 1/2'x12" FORGED EYEBOLT
EYES BOLTED TOGETHER WITH 1/2jx24-
BOLT & NUT WITH (2)2"x2' GALVANIZED;
WASHERS (2.000LB SHEAR CAPACIT`f)j
Y
30" EARTH AUGER ANCHop!
(SEE TABLE 4 FOR SPACING)
I
2"x2" GALVANIZED WASHER
' WITH 1/2" NUT
,.1/2" THREADED ROD
OPTIONAL FOR "HIGH SET"
,.e•r EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH (2)2"x2" GALVANIZED 1/2" COUPLER
WASHERS (2-OGOLB SHEAR CAPACITY) n '
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.
MIN.
GRAnF _
I III 0 PAD WITH
IG REQUIRED (SEE TABLE 3). 1/2"0" (400 LB.) SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION
(SEE TABLE 1 FOR SPACING)
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF)
END ANCHOR**
MAX- INTERIOR SPACING***
13'-8"
7.00
243
U-C TO 3'-0"
10'-O"
i V-8"
6.00
208
U_0" TO S-0"
10'-0"
TO_=0D
AF
500=
o
4.00
138
0'-0" TO 3'-0"
6'-0"
3.00
104
0'-0" TO 3'-0-
10'-O"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF) I
END ANCHOR**
MAX. INTERIOR SPACING>**
20'-0"
10.00
400
0'-0" TO 3'-0" I
- 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.
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-D"
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
1/2'x5" (400 LB.) CONCRETE
WEDGE ANCHOR INTO SLAB
THRU 2"x4" P.T. BOTTOM PLATE
(SEE TABLE I FOR SPACING)
i-
co
rv�'zt
D
OR *.
ir
+14" MIN.
I
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
�'( �S'HEDiWJTHa�SKID SHED WITH SKID SHED WITH ENO FLOOR' OPTION
T, �WM' OR $(VK6N.G ANCHORED TO CONCRETE ANCHORED TO CONCRETE
UUFY
-
°�� TIE -DOWN DETAILS `
I -• ,
p} �...
CODE VERSION
MANUFACTURER
BUILDING TYPE
CONSTRUCTION TYPE
FIRE PROTECTION
FIRE SUPPRESSION SYSTEM "-
OCCUPANCY
ALLOWABLE NUMBER OF STORIES
BASIC WIND SPEED
EXPOSURE
ENCLOSURE
INTERNAL PRESSURE COEFFICIENT
IMPORTANCE FACTOR
ROOF DEAD LOAD
ROOF LIVE LOAD
FLOOR DEAD LOAD
FLOOR LIVE LOAD
"R" RATING OF WALLS, FLOOR, ROOF
MODULES PER BUILDING
HURRICANE PROTECTION USAGE
HURRICANE SHELTER USAGE
SQUARE FOOTAGE
ILIN
FBC 2017 6Ih Md . ASCE-7
SUPERIOR SHEDS
AIANUFACRURED BLMDPIG
RESIDENTIAL LAWN STORAGE
V-B
NONE
NONE
STOWAGE.
1
C
ENCLOSED
+/- D.tB
1-15
1OFSF
2OPSF OR 3OOIbe
BFSr
STD. 75PSF - 125MF OPT:
N/A
1 tog,
NO x
No ;
LESS THM 720 SO.FT:
I DATE I B
U) MTB
Q Me:
LLJ 4/26/16
ScOle:
cf) N/A
OCU -
LLJ ALL
C) GENERAL NOTES
I. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SEC -AND ARE GOVERNED BY LOCAL
JURISDICTION_
L L I 2. THIS BUILDING IS EXEMPT FROM THE FBC
J ENERGY CONSERVATION CODE PER SECTION
1015.22.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
D INSTALLATION REQUIREMENTS TO MEET CODE.
O
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-I Matthew T_ Baldwin P E
QFlorida LIcense�fi,460-ST'�i3
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PSI APPROVAL 2> -01-18
D4 ALUMINUM ROOF SHEATHING
MAX:
O
I
0
71x4
RUNNERS
`----'
----
I
a
n
i
END WA
TRUSS
2"x4" TRUSS
0 24" O.C.
MAX.
24
2.4 SC
FLOOR
DESIGN PRESSURES
ROOF +27.8/-94.7 ROOF FRAMING PLAN
WALLS/DOORS/WINDOWS +32.5/-29.2
ELEVATION CROSS—SECTION
s TYPICAL ARCH FRAME
WITHOUT DOOR
MM OR ALPINE
OR EQUAL
2+4�
2x4 SOLE PLATE
-VARIER 6'-0• TO iS-6'
END ELEVATION 4"x4' P.T. ATTACHED WITH
1Q4 DR EQUIVALENT. SEE
WITH DOOR TABLE 2 FOR QUANTITY AND
WITH GARAGE DOOR
(ONLY ON ENDWAU)
Side Wall Header Schedule 080C)
=11U
VVMI na t:ulor 0GLL77UUIt9 Loin
Sized)
Mar. Span
NJLb)
Fasteners w/o strap
(each and){c)
Building Width
Size
Up to W Wide
Fasteners w/ strap
-1-2'7c4'
b'-0"
0
4 -3" x 0.131 nafs
Max. Span
(each end)22k4'(c}
"
G{a)
b- Y. J nafs
1-4ax4'
S-0"
0
3-3'x 0.i31x nails
e. abuateIIalues EI
o --grades inert-amber
-
45W w2 A4'
6'-0°
1
6 - 3"x 0.131° nazis
b NJ- Nurn6er otjadc studs required to support each end.
_
a. Tabulated
values are for No. 2 grade Spruce
-pine -Fr lumber.
o. Laid gat
b-NJ- Number-0f jack.sturts.cequued to supporE each end ' +
d No t=ck stun=, bui fib" suds laid da*.
—
_
c. Window header for window openings that hate more than 509.' combined stud wall above -
and below, OtherWlSe USB door header Schedule.
'NOTES
Of. See header details br alternate layouts, i.e. 225t4' or4"x4" P.T.
1. SE FASTENER SCHEDULE FOR HARDWJIRE REOUIREMENTS.
2 SEE HEADER SCHEDULE FOR ADDITIONAL INFORMA N.
e. The header•can tDe attached to the top plate and thus hate the combined strength
i ADOBBEL�ECOBEFEER To DOOR HEADERS. ML FRAMING AeOVE
a..4-1-,F 4 ..yea FT,,. ...-...- ................s..a-J
WALL
I
I I I II
I I
II i li
I II tIt II
I
12'x12. OR 167:4- BETWEEN
'INTO L STUDS. VENT
E PIS ER �
MANUFACNRERS INSTIRUCOONS
HYDRGVENT DETAIL
i `OR) OSB nllWE 0 2(1 WOOD
�12" MAX
SIDE WALL WINDOWS
& DOORS
2W
END WALLS WINDOWS & I 4"x4" W/2"x4"
DOOR 6' WIDE OR LESS
G. F.I. I
OUTLET NOTES -OPTIONAL ELECTRIC
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE
SOURCE N LT -ENCASE IN ALL METAL BOXES.
L r1
WIRING DIAGRAM
(OPTIONAL)
rm
.SEE HFi1DER
DETAIL
1.4 RUNNER.
ON INSIDE
2x4
24-
ritertek :
JLE
Plam Re,— VII t r C. Martin, PE
FL PE 862379, LA PE 042017
LSUCCC 0002436, TN PE 9120939
D4 ALUMINUM WALL
SHEATHING OPTIONS
END WALL
2s4 SOLE PLATE
FLOOR FRAMING
ALL STUDS SECURED TO SOLE PLATE
AND FLOOR FRAMING WTn-o.039'
(1—).127 STRAP W/6-10d NAILS
STANDARD WALL DETAIL
NOTE -.WALL FRAMNG MEM130S ARE CONTINUOUS FROM
OR EQUAL
SHEATHING`
WITH DOOR & WINDOW OPTIONS
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS LOAD PAM WHIIRE WALL MEMBERS ARE
3/4" PLYWOOD
NOT CONTINUOUS. SHEET METAL CLAMPS. TIES, OR CLIPS
SHALL BE FORMED OF GALVANIZED Win OF NOT LESS
/-IWOR
- 3/4' P.T. PLYWOOD
- 3/47 7&G
THAN O.D4o' NOMINAL TM ICNLSS.
- 3/4' P.T. T&G
OR JOIST, SEE SCHEDULE FOR SRE
FLOOR FRAMING PLAN
TABLE 2SMD RUNNER ACI NG-
SHED WIDTH
X1
X2
1 X3
13'-9•
1'-toy
1'-1oj'
1'-1oj'
-
to'-0'
1' 7'-
6'-0'
0'-9'-
6'-0'
0'-10'
-Nw's x,e ,xva trvv a xxi, e - a W • w-
ears o14>: tY-C 1mC secs iuY[ (41 sis or erns
2.6 P.T. 24' O.C. TYP.
OPTIONAL 125PSF 0 16. O.C.
TIP. WITH 3/4- T&G PLYBOARD
4'x4' PT. ATTACHED WITH
H24 OR EOUIVALENT. SEE
TABLE 2 FOR QUANTITY AND
SPACING.
CODE VERSION
CONSTRUCTION TYPE
V=B
-- _
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE'
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vw-1BOmph
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0_18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
3OPSF OR 3001h POINT LOAD
FLOOR DEAD LOAD
IOPSF
FLOOR LIVE LOAD
STD. 75PSF - 125PSF OPT.
-R- RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
719 SOFT. OR LE55
REVISIONS
LLJz MTB
J Date:
Z 12/12/17
c) Scolc
Fes- N/A
in LJ-I odel
Z (n SS-B-180CR1
LJ..I 1. FOUNDATION -PUNS ARE NOT PART OF THIS PLAN SET AND ARE
L~L.I GOVERNED En' LOCAL JURISDICTION.
LL.I J 2COD PER UILDING
IS NE 0152E M THE FBC ENERGY CONSERVATION
Qa 3. REFER TO MEET FOR PROPER INSTAlUT10N
REONREMENTS TO EET CODE
4. ALL STUDS. RAFTERS. TRUSSES,- ETC. ARE 2x4 /2 SPF, EXCEPT
O AS NOTED.
(� 5. STRUCTURES OVER 400 SO. Fr. WILL HAVE AN SO- MINIMUM
DOOR
Lw 6 CLUTTERS TO HE INSTALLED ON -SITE BY OTHERS THRU LOCAL
Q 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS
LL a AS PFR�FLORIOAAB�UILDWC COon,n xorx nm cmnu-n icel UcllAm
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