HomeMy WebLinkAboutEngieered docSETUP 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 O THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
N C N N
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 CO CRET
SHED WIDTH
UPLIFT (PLF) ANCHOR SPACING
20'-0"
400
3-6"
13'-8"
280
3-6'
11'-8"
240
3'-8"
10'-0"
200
3-f"
8'-0"
160
3'-6"
61-0.
120
5{"
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4'
SKIDS ONLY. 13'-8' WIDE SHEDS KAYE (4) SETS OF SKIDS.
V
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)}"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 48).
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
SKID RUNNER
2
SPACING*
SHED WIDTH
X1
X2 X3
1778LBS
CO CREFE BLOCK QUALITY
CEMENT AND SAND MIX
II 4`z8"x16°
350OLBS
2'-8"
6'-4' -
395OL13S
ABS PLASTIC PADS
IV 8"x8'06"
8'-0"
0'-9"
6'-6-
61-0.
0'-10"
51" -
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4'
SKIDS ONLY. 13'-8' WIDE SHEDS KAYE (4) SETS OF SKIDS.
V
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)}"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 48).
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.
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOUOW OR SOLD CONCRETE BLOCKS (8'x8".16") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON H' -B' AND 13'-B' WIDE SHEDS ONLY.
TABLE 3
PAD TYPES
SHED DESCRIPTION
TYPE PAD DIMENSIONS MAX. LOAD'
MATERIAL
I 2"x8"06"
1778LBS
CO CREFE BLOCK QUALITY
CEMENT AND SAND MIX
II 4`z8"x16°
350OLBS
CO CRETE BLOCK QU TTY
CEMENT AND SAND MIX
III 16"06"
395OL13S
ABS PLASTIC PADS
IV 8"x8'06"
1900LBS
CO CRETE BLOCK OU LIN
CEMENT AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOUOW OR SOLD CONCRETE BLOCKS (8'x8".16") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON H' -B' AND 13'-B' WIDE SHEDS ONLY.
• LOAD WIDTH OF UPUFT ON RUNNER
NOTES
1SPACING 15 END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE WE MAXIMUM SPACING FOR INTERIOR SPACING.
{tECE1VED
MAY % 71010
Permitting Department
St. Lucle COUntY
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 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
LW4
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, 11, III, OR IV
1879LB
I, II, III, OR IV
SW/DW
6.00/480
0` TO 6"
6'-0"
2558LB
I, 11, III, OR IV
2558LB
I. 11. 111, OR IV
10'-0"
SW/DW
5.00/400
Cr TO 6"
6'-0"
2400LB
1, 11, 111, OR IV
24001.8
I, II, III, OR IV
8'-0"
SW
4.00/320
O' TO 6'
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, II. III, OR IV
6'-0"
SW
3.00/240
Cr TO 6'
6'-0"
1655LB
I. 11, 111, OR IV
1866LO
I, 11, III, OR IV
• LOAD WIDTH OF UPUFT ON RUNNER
NOTES
1SPACING 15 END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE WE MAXIMUM SPACING FOR INTERIOR SPACING.
{tECE1VED
MAY % 71010
Permitting Department
St. Lucle COUntY
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.
• LOAD WIDTH OF UPLIFT ON RUNNER
LOCATION FROM END WALL OF AUGER ANCHOR
MAXIMUM SPACING BETWEEN ANCHORS
I�ANCCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (I) 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 WE SHED IS PLACED NEXT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE ENO WADS AS CLOSE
TO THE SIDE AS POSSIBLE.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW4
UPUFr (PLF) END ANCHOR-* MAX.
INTERIOR SPACING*° -
13' -8"
7.00
243 0'-0° TO 3'-d
10'-0"
11'-8"
6.00
208 0'-0" TO V -Cr
10'-0"
10'-0"
5.00
174 0'- o" TO 3'-0`
10'-0"
8'-0"
4.00
138 0'--0" TO 3'-0°
10'-0"
6'-0"
3.00
104 V -Cr TO S -e
10'-0"
THRU 214' BOTTOM PLATE
OPTONAL FOR 'HIGH SET"
BOLT & NUT WRH (2)2'x2' GALVANIZED
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE
WIDE
SHED WIDTH
LWT
IUPLIFT (PLF)
END ANCHOR^
MAX.
INTERIOR SPACING^°
20'-0"
10.00
400
Y -Or TO S -Cr
X °
5'-0'
• LOAD WIDTH OF UPLIFT ON RUNNER
LOCATION FROM END WALL OF AUGER ANCHOR
MAXIMUM SPACING BETWEEN ANCHORS
I�ANCCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (I) 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 WE SHED IS PLACED NEXT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE ENO WADS AS CLOSE
TO THE SIDE AS POSSIBLE.
CODE VERSION
M 2017 ft EJX . AXE -7
2'x2' GALVANIZED WASHER
suIYRpR REAS
BUILDING TYPE
U 9TMJaE
CONSTRUCTION TWE
2"v2' GALVANIZED WASHER
FIRE PROTECTION
WITH V2` NUT
FIRE SUPPRESSION SYSTEM
1/2' THREADED ROD
OCCUPANCY
UP MOE
,WITH 1/2' NUT
t
BASIC WIND SPEED
Ye 1i
OPTIONAL FOR "HIGH SET'
NOTCH OR COUNTERSINK BOLT
1/2THREADED ROD
EYES BOLTED TOGETHER WITH 1/2'x2'
THRU 214' BOTTOM PLATE
OPTONAL FOR 'HIGH SET"
BOLT & NUT WRH (2)2'x2' GALVANIZED
1/2' COUPLER
2'.4' BOTTOM PLATE NAILED
1/2' COUPLER
_:
WASHERS 2.MOW SHEAR CAPACITY)_:
TO 2'v8' P.T. BASE
1/2'x12' FORGED EYEBOLT
X °
X ° MIN.
°
1/2'x5' (400 Ul CONCRETE
WEDGE ANCHOR INTO SLAB
THRU 2'v$ P.T. BOTTOM PLATE
-------_J MIN.
... . ,"
(SEE TABLE 1 FOR SPACING)
]y"
8------- a------- ...��1LL
EYES BOLTED TOGETHER Wml 1/2'x2`
BOLT & NUT WITH (2)212' GALVANIZED
TWE I, H. III. OR N PPD WITH
�j BLOCKING AS REQUIRED (SEE TABLE 3).
1/2"z3' (400 LB.)
SIMPSO AA -24 CONCRETE SLAB BY OTHERS THROUGH
CONCRETE SUB BY OTHERS THROUGH
WASHERS (2,000LB SHEAR CAPACITY)
CONCRETE WEDGE ANCHOR
CUP
OR EQUAL LOCAL CODES AND JURISDICTION
LOCAL CODES AND JURISDICTION
(SEE TABLE 1 FOR SPACING)
30" EARTH AUGER ANCHOR
(SEE TABLE 4 FOR SPACING)
SHED
WITH SKID
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
TO PAD
OR BLOCKING
ANCHORED
TO CONCRETE
ANCHORED
TO CONCRETE
TIE
-DOWN
DETAILS
CODE VERSION
M 2017 ft EJX . AXE -7
MANUFACTURER
suIYRpR REAS
BUILDING TYPE
U 9TMJaE
CONSTRUCTION TWE
V -B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UP MOE
ALLOWABLE NUMBER OF STORIES
t
BASIC WIND SPEED
Ye 1i
ROOF LIVE LOAD
20PSF' OR 3001.e
FLOOR DEAD LOAD
EPSF
FLOOR LM LARD
SRA 1CPSF - 126 OPT.
'R' MRNG OF WALLS, FLOOR, ROOF
WA
MODULLS PER BUILDING
t
ISQUARE M01AUE I LESS TRW m wn. II
1 12017 THC nnS/n M19
z GRAM WOxoR H' ALFA VA.. MWOR ExRNSO a/26/1a MIB
0 - -... TB
0 Det.:
Ld 4/26/16
= a e:
(n N/A
L) ALL
GENERAL NOTES
I. FOUNDATION PUNS ARE NOT PART OF THIS
PIAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
w 2. THIS BUILDING IS EXEMPT FROM THE FBC
J ENERGY CONSER/A110N CODE PER SECTION
1015.22.
M 3. REFER TO TIE -DOWN DETALS FOR PROPER
D INSTALLATION REQUIREMENTS TO MEET CODE.
0
0
0
1/9/19
g
J
Q
MatlheW T. BDIdWIn P.E.
Florida License #64608
Z
Sheet: AD -1 OF 1
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS—B-180—C
:D4 ALUMINUM ROOF SHEATHING
'-0• MAX.
I2
so
End Wall Header Schedule 180C
Sizeld] Max. Span NJIb) Fasteners w/o strap
(eacn IV.)
Building Wirth
Fasteners w/ strap
Size Up to 14'Wide
1-2"x4' 11'-tr 0 4-3•x 0.l3P rolls
(each entl)
Max. Span NJ{b)
2-2'x4"(c) B-0" Ola) 6-3'x 0.131'naila
1-0"x4" 6'-0" 0 3- 3' x 0.131' nails
a Tabulatetl slues are br No. 9rede SpmcePine-Fir lumber.
b. NJ - Number ofjack studs required to support each end,
c. oid Act
4714" w Nk d -U 1 16- 3' x 0.131' nails
a. Tabulated values are for No. 2 grade Spruced ne-Fir umber
b. NJ -Number ofjack studs required to support each and.
J. No Jack studs, but 2x8 studs laid Sat.
c. Window header for window openings that have more than 50% combined stud wall above
(OPTIONAL)Gotha,
and below, otherwise use door header schedule.
IodaN3erraca
FlOtlda 34134
d. See header details for aflemate layouts, i.e. 2-2"x4" or 4"V" P.T.
1. bII FASMIER Sci Epi NE
s s¢ If.VFII samara r�aHR rlPa ay
w\-1.4
I
e. The header can be allached to the top plate and thus hale the combined strength
3, xa'am K ca9aNm Mori Wr¢ W.4t nAum rm+[
No aoN. mwlr�nsc Imm TO ouoa xF,nms,
RUNNERS
___
so
w
END WA
TRUSS
IpIX OR "INE 210•
2"x4" TRUSS
WAX O.C.
RO Way
•D00R a 11141)"IDGTIRR VARY
OR 5
SQUARE FOOTAGE 719 Slur16
REVIs1oNs
a ras
A, ,
• C01AR
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MOF 11'-0' m Ir$
a ai o 1:
s 1 ETN.
REV DESCRIPTON DATE BY
a soak.
a�
Side Wall Header Schedule 1180C1
End Wall Header Schedule 180C
Sizeld] Max. Span NJIb) Fasteners w/o strap
(eacn IV.)
Building Wirth
Fasteners w/ strap
Size Up to 14'Wide
1-2"x4' 11'-tr 0 4-3•x 0.l3P rolls
(each entl)
Max. Span NJ{b)
2-2'x4"(c) B-0" Ola) 6-3'x 0.131'naila
1-0"x4" 6'-0" 0 3- 3' x 0.131' nails
a Tabulatetl slues are br No. 9rede SpmcePine-Fir lumber.
b. NJ - Number ofjack studs required to support each end,
c. oid Act
4714" w Nk d -U 1 16- 3' x 0.131' nails
a. Tabulated values are for No. 2 grade Spruced ne-Fir umber
b. NJ -Number ofjack studs required to support each and.
J. No Jack studs, but 2x8 studs laid Sat.
c. Window header for window openings that have more than 50% combined stud wall above
(OPTIONAL)Gotha,
and below, otherwise use door header schedule.
IodaN3erraca
FlOtlda 34134
d. See header details for aflemate layouts, i.e. 2-2"x4" or 4"V" P.T.
1. bII FASMIER Sci Epi NE
s s¢ If.VFII samara r�aHR rlPa ay
e. The header can be allached to the top plate and thus hale the combined strength
3, xa'am K ca9aNm Mori Wr¢ W.4t nAum rm+[
No aoN. mwlr�nsc Imm TO ouoa xF,nms,
equi,alent and use the maximum span stated.
1{i1t I
Lv�
—''
CODE INFOR ATIO
CODE VERSION pllfOlz eH rarPz .sx-T.
MMUFADTURER suvaa sFRDS
W'41 bNDE II BUILDING TWE �y7p
I I
CONSTRUCTION TYPEShOLE Y -e
II i' ansmat HEADER 11C DRE PROTECTION NRR
I II FlRE %PPFE3S10N SYSTEM Nal
I I U) 21!• VM 1/2' RYWOM
II OR Om FILLER M (1)4'4' 25H' OCCUPANCY smsAcs
I 1TAY a IVW 9ErWEE11 { ' ALUDWAb1E NUMBER OF STORIES
J. w FRSair I2• MAX. BASIC WIND SoM V—IsI
Pass
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE O
P 10 A A DOORS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" EN000eURE FNcrosTn
INIERWL PRESSURE 0001'ICIENr +/- 0.111
IMF'ORTANCE FACTOR 1.15
Poor DEAD LOAD IRNIF
G.F.I. — + NOTE-OPnONAL EtECmIC ROOF UW LDAD 3sa OR 3005 PRN` 104]
OUTLET IIHM1N F
-ALL WIRING SHALL BE 11 GAGE 3 -WIRE MC CABLE. 'T 1.�— x 41` FLOmt DEAD LOAD 10PFP
SOURCE N =_ -ENCASE IN A1L METAL BOXES. NII E '. ry In FLOOR uYE LOAD sm. SSPSP - 116PSr M.
DESIGN PRESSURES
ROOF
FRAMING PLAN
mMa1e
L FI
WIRING DIAGRAM
5MPo=,SWI-79,RZC5I85N0
mB4aoaxv�
f{' 0
•R• RATING W WAll$ FLOOR RUGF WA
MODUIE.R
ROOF+27.8-94.7
WAus DOORS ND S +32.5/-29.2
/
____
___
(OPTIONAL)Gotha,
TABLE 2
IodaN3erraca
FlOtlda 34134
PER BUILDING 1
-
HURRICANE PROTECTION USAGE NO
___
HURRICANE SHELTER USAGE NO
W soul LUTE
IpIX OR "INE 210•
Mai FRANC
RO Way
•D00R a 11141)"IDGTIRR VARY
OR 5
SQUARE FOOTAGE 719 Slur16
REVIs1oNs
a ras
A, ,
• C01AR
E41Fx a MPHs 2
MOF 11'-0' m Ir$
a ai o 1:
s 1 ETN.
REV DESCRIPTON DATE BY
a soak.
a�
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|
��M�u��d Building Proglum
d� � �0���meRw�������'N ='`""==""'="r��^/�um/ Tallahassee, kwlda82,*I994772
� ' m
Phone,U50,4DY1820Pax8@t44.9N
, Halsey BeshearsSberet
gry ' ' RDn Wand0, GoVo0or
�
August 07, 2019
Alex Martens
.
' .
Superior Sheds Inc,
` '2323S.\olusiaAve
Orange City, pLazr*s
RE: Manufacturer Certification,ID MFT-113; Expiration Date: August 07, 2022'
Dear Alex Martens
nismypleasure u`Inform you that Swpoho�Sheds, Jnc., located ot'23Z3 S. Vn)udaAve, Orange
City,FL 3az6a, has been approved under the Manufactured Buildings Program, aaprovided for
under Chapter 553, Part 1, Florida Statutes,to manufacture Storage Sheds, Manufactured
Buildings for installation inFlorida, .
Construction or modification on w 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, p|eanr 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 unahnouncedmonitoring visits'atleast once each year.
You must grant complete access tDyour manufacturing facility and records boremain in
i
compliance with the rules and regulations orthis program,
\ -
Your certification isap ' d [orthreeyears from this date.You will receive arenewal notice by
Email generated bythe BClS( )poron|inanenewa|.ifynuhawaqueoMuna
!
you may contact Robert Lorenzo aC85O'717-l835 urour FAX at 850-414-8436.
Please visit our website at www,floridabuilding.org msee valuable information onthe Florida
'
Manufactured Buildings Program.A copy of this letter must accompany applications for local '
!
building permits.
Sincerely,
'
Robert Lorenzo
Manufactured Buildings Program
cc:TopLine Engineering, LLC
|
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/
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