HomeMy WebLinkAboutPlot plans & SurveyI
HO3l
'dND .
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RECEIVED
JAN 2 b 2020
ffofida
[)e artment of BUsinesST• Lucie County
b ,
pr
& f�ofessional Regulation
Halsey Beshears, Secretary
August 07, 2019
Alex Martens
Superior Sheds, Inc.
2323 S. Volusia Ave
orange City, FL 32763
FLA MimufacturedBulldingProgram
2601 Blair Stone Road
Tallahassee. Florida323940772
Phone: 880.487.1824• Fax: 350.414,8436
Ron Mantle, Governor
RE: Manufacturer Certification, ID MFT-113; Expiration Date: August 07, 2022
Zi
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 ron the cover page of the plans] for compliance with the Code by your Third Party
Agency fur plane review. Please ensure that your pans are in compliance and are propeiiy
posted on our webslte. 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 isapproved 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 webslte at www.floridabulldin0 ora 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" 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
UPUFT (PLF)
ANCHOR SPACING
20'-0"
400
3'-0"
13'-8"
280
S_6'
11'-8"
240
3'-0•
1O'-0"
200
S-67
g'_p•
160
3'{•
6'-0"
120
3-0"
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
X1
X2
X3
13'-8"
I'-10}"
1'-10}"
1'-1 Of•
11'-8"
2'-8'
6'-4'
-
8'-0"
0'-9'
6'-6'
-
6'-0"
0'-10"
51"
-
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4.4'
SKIDS ONLY. 13'-B' 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�%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 49).
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
PAD
3
TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD-
MATERIAL
I
2"x8'x16'
1778LBS
CONCRETE
CEMENT
BLOCK QUAUTV
AND SAND MIX
II
4"x8'x16"
3500LBS
CO
CEMENT
CRETE BLOCK QU
AND SAND MIX
III
16'x16"
3950LOS
ABS PLASTIC PADS
IV
8'x8"xt6"
19OOLBS
CONCRETE
CEMENT
BLOCK
AND SAND
QUALITY
MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLD CONCRETE BLOCKS (6'xB'a16') MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ASS PADS REWIRED ON 11'-B' 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
AD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-8"
SW/DW
4.15/332
0' TO 6"
6'-0'
1936LB
I, II, III, OR N
1879LB
I, II, III, OR IV
11'-B"
SW/DW
6.00/480
0' TO 6'
6'-0"
2558LB
I, II, III, OR IV
2550L13
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 T
6'-0"
2029LE)
I, II, III, OR IV
2133LB
I, II, III, ®RIV8'-0'SW
3.00/240
0' TO 6'
6'-0'1658LB
I, II, III, OR IV
1866LB
I. II. III,
• LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. PAM 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 49.
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
UPUFT (PLF)rENDANCHOR--
MAX. INTERIOR SPACING•••
13'-8"
7.00
243
S-D'
10'-0"
11 _ 8'ram
600:
7208 -
V-0
10'=0"10
-0"
5.00
174'
7-0'
10'-0'
8'-0"4.00
138
S-T
10'-O"
6'-0"3.00
104
7-0'
10'-0'
TABLE
30" AUGER ANCHOR SPACING
B
- DOUBLE WIDE
SHED WIDTH
LW
UPUFr (PLF)
END ANCHOR--
MAX. INTERIOR SPACING•••
20'-0"
10.00
400
0-0" TO S-O'
5'-0'
• LOAD WIDTH OF UPLIFT ON RUNNER
•• LOCATION FROM ENO WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
DESIGNED AS PER ASCE-7.
ME CENTER -TO -CENTER.
R OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER
IR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0'
ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
IN WHICH ANCHORS CAN BE PLACED ON THE END WADS AS CLOSE
CODE
COMPLIANCE
2'IQ'GALVANIMWASHER
WITH 1/2' TILT
ST.
1/2' THREADED ROD®��
LUCIE COUNTY
T2'v2' GPLVAN2E0 WASHER F
;i WTIrH@
OPTIONAL MR 'HIGH SW
�����
NOTCH OR COUNTERSINK BOLT
'y l/2I/2' THREAD(D ROD
ETES BOLTED TOGETHER WITH 1/2"F2"
rHRU 2'v4' BOTTOM PLATE
i0PU0WN. EORC',HIGH'SET"
R�
BOLT & NUT WITH (2)2.2' GALVANIZED
1/2' COUPLER
-VALID
`� 1/2I. WUPLEN:._ _ ~ (
I'-
1 /2ti 12 FORCED EYEBOLT -
WASHERS (2ADOl8 SHEAR CAPACITY)
v MM.
�. .. e
1/E avaori cNfocRM
THRU 2'xe P.T. BOTTOM PLATE
TO 2.BOTOM ME
_ _ MIN.
----77
�
3
SEE TABLE 1 FOR SPACING
( )
--- -'------
EYES BOLTED IOCETHERpWIT1 1/z'x2'- -
BOLT & NUT:WRHL(2)2 v2jCALVANI2ED TYPE I II III OR N PAD WITH
BLOCKING AR REQUIRED (SEE TABLE 3).
1 /2'vS' (4W LB.)
SIMPSON 24 CONCRETE SLAB OTHERS THROUGH
CONCRETE SLAB BY OTHERS THROUGH
WASHERS.($.00OtB SHEAR CAPAp1Y)
CONCRETE WEDGE ANCHOR
D
CUP OR EQUAL LOCAL WOES AND JURISDICTION
E
LOCAL CODES AND JURISDICTION
30'•FARTVI AUGER ANCHOR
(SEE TABLE 1 FOR SPACING)
(SE E tAelE a Faa SPACING)
SHED WITH SKID
SHED WITH SKID
SHED WITH
'NO FLOOR' OPTION
TO BADTORNBLOCKINC
ANCHORED TO CONCRETE
ANCHORED
TO CONCRETE
TIE
-DOWN DETAILS
�Tfle coax,
I C00E VERSION I EBD M17 M Feium. AM-, II
V-e
INTERNAL PRESSURE COEFlOENT
«/- MIS
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
TOPE
ROOF LIVE LOAD
4oP; OR SODpF
FLOOR DEAD LOAD
8PSF
FLOOR TENS LOAD
SID. TTWSF - I s OPT.
'R' RATING OF WALLS. FLOOR, ROOF
WA
MODULES PER BUILDING
I
I SQUARE FOOTAGE I IE5 TKAN = sm r. II
T zon Fec .AnwA. .m
z cwwm .WcxoR I IF. UA ANOIm DTQe H a/za/1e MTe
(n
0
W
2
(n
Ld
0
w
J
m
0
0
S'
ARE NOT PART OF THIS
GOVERNED BY LOCAL
{EMPT FROM THE FBC
ON CODE PER SECTION
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
0
7/13/19
Sheet: AD-1 OF 1
2018-12-20 TIC INE ENGINEERING APPROVAL PL 45S-13-180—C Side Wall Header Schedule (180C)
- Width
+ D4 ALUMINUM ROOF SHEATHING Building Fasteners strap
Size Up to 14' Wide (each end)
'-0' MAX. Max Span INJ{b}
'O
m
n
is
RUNNERS
O
u
END WA
TRUSS
2"x4• TRUSS.
.0 24" O.C.
MAX
1-4 x4 61-0 01 3-3'x 0. 131'nails
4k4'Y2k4' e'-0" " _,p jr 6-3'x 0.131'nails
a. Tabulated values are for No. 2 gmde Spruce meFw lumber.
b. NJ -Number ofjack Studs required to suppe;t each end
z
,
1 v -
c. Window header for window openings that hate more than 50% combined stud wall above �
and below, otherwise use door headrirschedule�c' a)sars
p= :.�c�w.,.R.Xcr 1. m RsmJw solmXs Fm R.V9pIE
d. See header details hrattemate layouts, i.. 2-2"x4" or4"x4" P.T. 1. sx smmuEfm A0.NIWL ✓�
*' a. Roma . a4aRo ooY m-VSrRVNc A�.E
e. The header can be attached bi the tap �e and thus have the combined strength �, mERAL� larm m 000x xElRna. CODE INFORMATION
equivalent and use the maximum 'pan stated. cooE VERSION aR,Tn M rum. A4£-z
End Wall Header Schedule (180C) '
Slaejd) Max. Span I NJ(b) Fasteners who strep''
(each end c)
14k4' 64T 0 4-3•x 0.131'rails
2-Tx4(c) I 94' I 0l 6-3•X0.131-rails
a. Tabulated values are wr No. 2 gale Spruce-Pine+F lumber.
b. W - Number ofjack studs required to support each end.
c. laid flat
d. No Jack stutls, but 36 studs laid flat.
✓Frl smos
l
D
j li i 11
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it
mr-r ru�ix Kyooce
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i IT.IY m 1111.• EET1fILl
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12' MAX.
HYDROVENT DETAIL _ e
,?'SLOE WALL WINDOWS
END WALLS WINDOWS &
OPTIO AL 6V
:.7 V' & DOORS
DOOR 6' WIDE OR LESS
2N•
4'.{'
4"x4" W/2"z4"
/ Ola
WNUFILf11RER
g{gapl ykYv
BUIUXNG TYPE
CONSIRUMON-TYPE-
FIRE PROIIICIpN
NaJE
�I
FIRE SUFPRIMDON SrSTE.
FeNE
OCCUPANCY
sre'VeE
ALLOWAaE NU1IBDJ OF STORIES
1
BASIc WINO SPEED
Y 180.
EXPOSURE
a
ENCLOSURE
axTnaD
INTERNLL PFI R IRE COOTiOW
WKIFTWJCE FACTOR 1.15
G.F.I. —Efi+ ROOF DMLGAID ImSi
NOTES-OPRON D ECTRIC ROOF LIVE L11/D ]NSF OR ] MW Ida
OUTLEf,��- '
N ^.= �' -ALL WIRING SHALL BE 74 CAGE 3- J.� U4-eR1N"'`K i
11 ' / -ENCASE N ALL METAL BOXES. WIRE NC CABLE. 4i: u.,N.+Ras BOOR DEAD, lAAO IOPY
William E. Na., III LLOOR UW IDAD are. 76P5F - 1IEPSF OFT.
DESIGN PRESSURES
SOURCE
II
.•/
SMP-51, SMI--75, IOC 5185M
'R'
ROOF +27.6 -94.7 ROOF
FRAMING PLAN
L ,--`-R
WIRING DIAGRAM
1m 9cak�re.. PoIrle Tarata
RATING OF WNEs. FLOOR. ROOF
N/A
Woci PER auluoING
I
ALLB DOORS NDO $ +32.6/-29.2
!
,
9
(OPTIONAL)
GoH.,, Flo OWN
HURWCA)ff PROTErnON U5A4£
k0
HURafANE SHELTER USAGE
K
YIIX oR .WVN 2'C
1 @4
Q011N1. _ i x
'02a Y 1TIp]1'I IaG1NMA V/R,
SOWRE FOChADE
719 Sail. 011ass
REVISIONS
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REV
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DATE
BY
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DOOR & WINDOW OPTION$
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txwnNums mb PALH. MRfte WN3 ypraRs ,u£
Q
I. .VL Sleaa, 0.YRa. ,RII55E4, ElG NE la! A2 SPF. F%Ci9F
As ymm,
ELEVATION CROSS-SECTION
END ELEVATION
- i%i- vnTRom' 'Xi'. f
mNnNuous sroEr Tas ass
SHVL RE fUdlm d dyYvciµ®UWPS�S � � I�
U
a. csnioo m" .ao " wu lure AR m- WR.VuU
TYPICAL ARCH FRAME
su-v.T. ,anNOCJ®fAml
ITa1 i
d
'k."
TWJ1 opb- IF.g1at1L 1gNJE5S
W
6. ooRClcab 70 ff INSTILm aN-91f of aMESS TGII tMI1
WITH DOOR
raw IXMVmT R0
SPAWP.
- ]I4' P"T.'TK
Do
7. Au mrrooTls Me cools To WET n¢ WWUW sPEmx lwlnars
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z.. um FAus
aJ maoolR
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yJ 5({E RHE
v Ham mWNc
9'-0• m IS-C Aem C-O• ro 1r-0•
END ELEVATION END ELEVATION
TABLE
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i• STATE ?(�`
I ii0 OF
FOR IDP
Matthew T. Baldwin P.E.
Florida License #64608
Z
WITHDIJr DOOR WITH GARAGE DOOR rlom .1eC.T 5¢ smmuE rm s,g -I �I
(IXN W NgjAln r M $heel: S S B— 1 OF 1
FLOOR FRAMING PLAN CO
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