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vw; x+ t:• r� .tRl�ayis+`aa .sw:.a+r%r:/r+J.s • ..... , ..— ..
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•
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y
•
LAWTON CHILES
Governor
Mr. Glen E. Caudill, Manager
Ted's Sheds
10311 Bonita Beach Road
Bonita Springs, FL 33923
Dear Mr. Caudill:
LHJ:sc
FLORIDA REPS
Ana d Crikal SF* Coaem Field ORKe
2796 ()versus 16 f w ir, Sale 212
4
11 I
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
"Helping Floridians create safe, vibrant, sustainable communities"
June 29, 1998
R13: 1998 -99 Animal Renewal Based on the 1997 -SBC's
Manufacturer's I.D. Number: TSI -251
This Approval Expires December 31., 1999
This is a revision of Ted's Sheds 98 -99 approval letter and rescinds their June 17, 1998
renewal letter.
It is my pleasure to inform you that the Department of Commwiity Affairs has renewed Ted's
Sheds approval to manufacture lawn storage sheds for installation in Florida. These buildings must
meet the windspeed of the geographic area they are installed. This renewal is granted pursuant to
inspection of your submitted plans which were found by this department and your inspection/plans
review agency to be in compliance with the applicable codes.
On site installation requirements are specifically and entirely reserved to local government.
These requirements must be reasonable and uniformly applied the same as for conventional
construction.
A state certified building must bear a Department of Community Affairs insignia of approval.
The insignia is evidence to local government that the building is constructed to meet minimum safety
standards and is safe, sanitary and structurally sound.
A copy of this letter must be attached to the approved plans when making application for local
building permits.
Sincerely,
awren ordan
Building Official
Codes and Standards Office
JAMES F. WALLY
SeirefAry
2555 SHUMARD OAK BOULEVARD • TALLAHASSEE, FLORIDA 32399 - 2100
Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781 /Suncom 291,0781
Internet address: hltp : / /wwwrstate.11.us /coma(( /dca.html
GREEN MAN
Ana Critki State Comm rKid (Mice
1 SS f xfl Sanmertin
SOUTH FLORIDA REtOYERY Of MI
PO. Box 4022
81,00 N 1NhGha4
LISTING AGENCY
APPROVAL
_
THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE TO THE FOLLOWING
CRITERIA:
CONST. TYPE .. • V1 .. . ...
=RAZ LAWN STORAGE
ALLOWABLE
Of FLOORS .
1 .....;
n2v�lag.ty. .
110 M.P.M.
FIRE RATING OF
oR _,WAU.S
0 . , .. .
P ;,682KQ.
273 -002
ALLOWABLE
SM-LQAD
P. S.F.
APPROVAL DATE•
1 JE6 -
MANUFACTURF t ;
D SIZED
rx4•
JOISTS
CTYP)
.�
`
t
.J
JOINS
/CM')
2
JOISTS
(Tr
4
, 1.1 OROS
1
2' x 4• WE RAIL
NOTES.
1. e• woe 0t11.1,4 cENTtit sem Is S' TH r - ,• OVLk!imos oN !ACM NM
2. 10' `MDT BLUING CENTER SPMI IS G'-4 WI't}! 1'•-4' OVL1ll1AtIOS CS EACH SM.
- 4.
NOTES
1. S' 'Mt tX.R.ONd ctNT`EN! SPAN IS Y WPM r - 3' OVtk!'tANGS CPI tAttl
2. 10' 1'VUC Ot11.DNG CENTER SPAN IS G'-G' WTM 1'-4' OVERl1AHG>3 CM EACH W.
2• x G' S+Dt RAL
NOTE S•
1. 8• WOE 5ttDNG OEttTER sem tS S'--G• Wf M 1' - OVL1tHAT1GS ON EACH SM.
2. 10• WDt Dl.I<m% c X1t*t SPAN iS G' WRti 1 OV!Nlf1AMGS ON EACtt Wt.
3. 12' WE NUM cm/tit SPAN IS 7-O' VIM 2 OVtIMANGS ON EACH SCE.
1 P f N ' 1•»1 t 4s
N.T.S.
2' -0 . 2' -O'
er VARIOUS END
WALL SC0110 45 roR
VOVCAL WALL
STUD LOCATON
OPTTiAL ELECTRIC 'TO tACM UNT
rt .D COPMCT ?RO 1 WISING
POWER SOLACE TO VC
Pl•4114.1 RESLIXIVIAL LAWN STORAGE 1513-fl1NG
SCALE' 1/4• - 1' -0
20 OUAOE CALLV.
RAMS 11E 'MTN (3)
10a COMMON NAILS
EACH END OF STRAP
FOR CONNECTING FLOOR JOISTS
• TO ).4MN BEAM
HURRICANE GLiPS
NTS
1•
NTS
2•x 4• P.t.
SOLI PLATE
•20OAC OALvANiZED
COMMON NAILS ON JOISTS
AND % 1N SEAM
'USE Fit AU. FLOOR JOIST/
SOD CONNECTIONS
,•RIONT AND LEFT CUP
••
NOM USED ON EVERY WALL STUD
TO CONNECT WALL TO ROOF
AND WALL TO FLOOR AT END
WALLS
- 21/r
copTM)OUS OVER 2 SPANS ML
FOR ROOfNG AND SIM
4' TO -0'
3 ANIO Fe OOP ' "' M
N.T.S.
2'x4•V!1.
WALL STLO
12'
20 OUACE OALV. STU1. NOEL•
RAFTER Ix 'M'M (5)
10d COMMON NAILS
EA04 040 OF STRAP
SCL VARJOUS CND
WALL SCCTIONS
WR11 DOORS AND
MACE DOORS rot
VERTICAL 5Th V LO WALL
env Low►T1oN
it
1
USED ON EVERY WALL STUD
TO CONNECT WALL TO FLOOR
TYPICAL EACH SIDE WALL
DATE / /9s
PLAN NUMBER
PPROVED BY
TED'S 61 -4ED, INC.
10311 154N114 f3EAC• ROAD
90 ∎11TA 61 IGIA, FLORIDA 339bS
1 1-S00-111-M66
6
MASTER PLANS
RARM TYPE MD FLOOR
AND J'RAKS DIU'AJJ$
DAM 3 -18-011 PROWL N0.
SCALE: AS SHOW ORAMINO N0.
DRAWN BYt 791 sltsrr 1 of 2
DATE
GENERAL NOTES
L rime rums ARE t4 COP4'LIAPCt WfrM 1lie 14'tt ttITiON Or re stANDAICD
OLt.CNC CODE. SECTION 1205 FOR WND VELOCITY Or 110 PI M.
2. MAMA STORAGE LIVE LOADS• FLOOR - SO Rsl.
Rocr - 20 P.S.F.
,. ALL twee* ro Ot SOt1f)fC'R!1 Me N0. 2 SURrAC4:D AT 14 It'»ui M.0.
FLOOR TRPOERS '*MALL BE PRESSURE TVRA1fD
4. PLYWOOD FLOOR To ee s /e• out 3/4' VICIt SWINEid4 PM EXPOSURE 1. APA
RATED STILTED- l- rt.OoR PAWLS; PLYWOOD iS CCM[CTL'D VI?M eA MALS AT 0 O.C.
At WOES AND 12' 0.0. t4 THE reLD.
e. ALL 9040 AND ROOFI40 PANELS TO BE 20034$4 ALUP?4M ALLOY O.O1
TI'IC;PQese AND SMALL DC CCPKC1tD To T11E rove MIRO 'MTh A Ptw1R1
415 x 2/4' CALVANlLLD screw WITH A MK ry • 33 KSL SPACl4C3 SCREWS AS
FOLLOWS.
5040. G• O.CAT ALL SUPPORT Maus. N'It'Rlolt »0 t o.
12. 0.0. AT DOTTOM OGG
ROOT• 't' O.C..AT ALL SUPPORT tee$. tfreII1OR AND QED
SAX LAP FASTENING NOT REQLRLD t'XCQ" T AT SUPPORT
ME>'ttRS AND BOTTCM [VOL
G. ROOF AND ROOF/WALL CO t CTiONS SMALL MAV! ON TACIT ScE 20 OUAOE OALVANECCD
STEEL TRUSS PLATES BY PIM PIT NC. MODEL N0. 10UXY41 -20. Olt VtM APPROVED ECtUAL.
7. nom AND ROOF Tts AND tverr ve CEPS ARE tNiMLFACTURE BY 'SCVTMEASTEIN
METALS MATISAC1URNO CO. N5.' MOD0. N0.'S RTl'2O6 ! RTP2oe12r 140 P!CP *. 'moire
MANJFACT 11 140.0. NC.' MOO 1. NO.'S R7102O AND MM.
NUFICCAtt CEPS CAN DE USED t4 PLACE OF ROOF TICS AT tNDWALL ROOF CONNECTIONS
R. GARAGE DOOR cetPINC sets ARE SStCr.C54'.7W.1101 G :s xT.
CSARAOt Doors SMALL et LOCATED N t?OWALLS►
10. swNCNG ENTRY DOOR OrtNNGS VARY t4 SEES FROM 3'x4' TO OW'. DOORS SMALL
OE LOCATED t4 SCE AND ENDWALLS.
SL 1•x4. MOM SMALL St A MAMAS OF GM' ABOVE ?OCR ON WALLS AND A
MAXPUI Or 4 0.C. THEREAFTER.
12. *KNOWS. DOORS AND LOCKS TO COMPLY WT '? cmArltie 34 Or TM SCUM FLORIDA
SLUM CODE.
15. ELECTRICAL h OPTIONAL ELECTRICAL r*RT1JRES }MAY VARY PER PLAN AND role CLENTS Nate.
ALL ELECTRICAt TO Se sit Wtnt CTto041) N EMT cac. T OR *11 %I'M GROUND *MX.
AU. fIXTLRES TO BE U.L. LtSTY:O APO APPROVED. MAX. WATTACt rue ELECTRICAL RLl4 NOT TO
EXCEED 1'tzo WATTS C2O AMP =CUT). ALL ELECTRICAL WORK TO BE N ACCORDANCE WRIT TI
1 N.E.C. •
$1TC 1NETALLED ITEMS
1. FOUNDATION AND CONNECTION OF UNIT
• TO SITE
2. ELECTRICAL • CONNECTIONS PROM Stf£ POWER
SOURCE TO UNIT. Cir ELECTRICAL IS PROVIDED
iN UNIT)
CERT. N0.
REASONS
1
1
JOISTS
crrr,
•
I
2' -
ritbk
1 sn 511V21014
rx4•
JOISTS
CTYP)
.�
`
t
.J
JOINS
/CM')
2
JOISTS
(Tr
• /
210H 31;
11 MO= _1
C i v 4x 4OR
C2)2xG e/a)
11
r �
4' TO 50
4
, 1.1 OROS
1
2' x 4• WE RAIL
NOTES.
1. e• woe 0t11.1,4 cENTtit sem Is S' TH r - ,• OVLk!imos oN !ACM NM
2. 10' `MDT BLUING CENTER SPMI IS G'-4 WI't}! 1'•-4' OVL1ll1AtIOS CS EACH SM.
- 4.
NOTES
1. S' 'Mt tX.R.ONd ctNT`EN! SPAN IS Y WPM r - 3' OVtk!'tANGS CPI tAttl
2. 10' 1'VUC Ot11.DNG CENTER SPAN IS G'-G' WTM 1'-4' OVERl1AHG>3 CM EACH W.
2• x G' S+Dt RAL
NOTE S•
1. 8• WOE 5ttDNG OEttTER sem tS S'--G• Wf M 1' - OVL1tHAT1GS ON EACH SM.
2. 10• WDt Dl.I<m% c X1t*t SPAN iS G' WRti 1 OV!Nlf1AMGS ON EACtt Wt.
3. 12' WE NUM cm/tit SPAN IS 7-O' VIM 2 OVtIMANGS ON EACH SCE.
1 P f N ' 1•»1 t 4s
N.T.S.
2' -0 . 2' -O'
er VARIOUS END
WALL SC0110 45 roR
VOVCAL WALL
STUD LOCATON
OPTTiAL ELECTRIC 'TO tACM UNT
rt .D COPMCT ?RO 1 WISING
POWER SOLACE TO VC
Pl•4114.1 RESLIXIVIAL LAWN STORAGE 1513-fl1NG
SCALE' 1/4• - 1' -0
20 OUAOE CALLV.
RAMS 11E 'MTN (3)
10a COMMON NAILS
EACH END OF STRAP
FOR CONNECTING FLOOR JOISTS
• TO ).4MN BEAM
HURRICANE GLiPS
NTS
1•
NTS
2•x 4• P.t.
SOLI PLATE
•20OAC OALvANiZED
COMMON NAILS ON JOISTS
AND % 1N SEAM
'USE Fit AU. FLOOR JOIST/
SOD CONNECTIONS
,•RIONT AND LEFT CUP
••
NOM USED ON EVERY WALL STUD
TO CONNECT WALL TO ROOF
AND WALL TO FLOOR AT END
WALLS
- 21/r
copTM)OUS OVER 2 SPANS ML
FOR ROOfNG AND SIM
4' TO -0'
3 ANIO Fe OOP ' "' M
N.T.S.
2'x4•V!1.
WALL STLO
12'
20 OUACE OALV. STU1. NOEL•
RAFTER Ix 'M'M (5)
10d COMMON NAILS
EA04 040 OF STRAP
SCL VARJOUS CND
WALL SCCTIONS
WR11 DOORS AND
MACE DOORS rot
VERTICAL 5Th V LO WALL
env Low►T1oN
it
1
USED ON EVERY WALL STUD
TO CONNECT WALL TO FLOOR
TYPICAL EACH SIDE WALL
DATE / /9s
PLAN NUMBER
PPROVED BY
TED'S 61 -4ED, INC.
10311 154N114 f3EAC• ROAD
90 ∎11TA 61 IGIA, FLORIDA 339bS
1 1-S00-111-M66
6
MASTER PLANS
RARM TYPE MD FLOOR
AND J'RAKS DIU'AJJ$
DAM 3 -18-011 PROWL N0.
SCALE: AS SHOW ORAMINO N0.
DRAWN BYt 791 sltsrr 1 of 2
DATE
GENERAL NOTES
L rime rums ARE t4 COP4'LIAPCt WfrM 1lie 14'tt ttITiON Or re stANDAICD
OLt.CNC CODE. SECTION 1205 FOR WND VELOCITY Or 110 PI M.
2. MAMA STORAGE LIVE LOADS• FLOOR - SO Rsl.
Rocr - 20 P.S.F.
,. ALL twee* ro Ot SOt1f)fC'R!1 Me N0. 2 SURrAC4:D AT 14 It'»ui M.0.
FLOOR TRPOERS '*MALL BE PRESSURE TVRA1fD
4. PLYWOOD FLOOR To ee s /e• out 3/4' VICIt SWINEid4 PM EXPOSURE 1. APA
RATED STILTED- l- rt.OoR PAWLS; PLYWOOD iS CCM[CTL'D VI?M eA MALS AT 0 O.C.
At WOES AND 12' 0.0. t4 THE reLD.
e. ALL 9040 AND ROOFI40 PANELS TO BE 20034$4 ALUP?4M ALLOY O.O1
TI'IC;PQese AND SMALL DC CCPKC1tD To T11E rove MIRO 'MTh A Ptw1R1
415 x 2/4' CALVANlLLD screw WITH A MK ry • 33 KSL SPACl4C3 SCREWS AS
FOLLOWS.
5040. G• O.CAT ALL SUPPORT Maus. N'It'Rlolt »0 t o.
12. 0.0. AT DOTTOM OGG
ROOT• 't' O.C..AT ALL SUPPORT tee$. tfreII1OR AND QED
SAX LAP FASTENING NOT REQLRLD t'XCQ" T AT SUPPORT
ME>'ttRS AND BOTTCM [VOL
G. ROOF AND ROOF/WALL CO t CTiONS SMALL MAV! ON TACIT ScE 20 OUAOE OALVANECCD
STEEL TRUSS PLATES BY PIM PIT NC. MODEL N0. 10UXY41 -20. Olt VtM APPROVED ECtUAL.
7. nom AND ROOF Tts AND tverr ve CEPS ARE tNiMLFACTURE BY 'SCVTMEASTEIN
METALS MATISAC1URNO CO. N5.' MOD0. N0.'S RTl'2O6 ! RTP2oe12r 140 P!CP *. 'moire
MANJFACT 11 140.0. NC.' MOO 1. NO.'S R7102O AND MM.
NUFICCAtt CEPS CAN DE USED t4 PLACE OF ROOF TICS AT tNDWALL ROOF CONNECTIONS
R. GARAGE DOOR cetPINC sets ARE SStCr.C54'.7W.1101 G :s xT.
CSARAOt Doors SMALL et LOCATED N t?OWALLS►
10. swNCNG ENTRY DOOR OrtNNGS VARY t4 SEES FROM 3'x4' TO OW'. DOORS SMALL
OE LOCATED t4 SCE AND ENDWALLS.
SL 1•x4. MOM SMALL St A MAMAS OF GM' ABOVE ?OCR ON WALLS AND A
MAXPUI Or 4 0.C. THEREAFTER.
12. *KNOWS. DOORS AND LOCKS TO COMPLY WT '? cmArltie 34 Or TM SCUM FLORIDA
SLUM CODE.
15. ELECTRICAL h OPTIONAL ELECTRICAL r*RT1JRES }MAY VARY PER PLAN AND role CLENTS Nate.
ALL ELECTRICAt TO Se sit Wtnt CTto041) N EMT cac. T OR *11 %I'M GROUND *MX.
AU. fIXTLRES TO BE U.L. LtSTY:O APO APPROVED. MAX. WATTACt rue ELECTRICAL RLl4 NOT TO
EXCEED 1'tzo WATTS C2O AMP =CUT). ALL ELECTRICAL WORK TO BE N ACCORDANCE WRIT TI
1 N.E.C. •
$1TC 1NETALLED ITEMS
1. FOUNDATION AND CONNECTION OF UNIT
• TO SITE
2. ELECTRICAL • CONNECTIONS PROM Stf£ POWER
SOURCE TO UNIT. Cir ELECTRICAL IS PROVIDED
iN UNIT)
CERT. N0.
REASONS
1
2' x 4• SOE RAIL
2' -
ritbk
A4OUQ
.�
`
t
.J
JOINS
/CM')
2
JOISTS
(Tr
• /
0,0v2 uOtt sx
JOISTS
/MT)
s
1
c4J 'Yr.
[aim ;as
1 *O�o
AAOUQ uotr ns
CU 4 x
(2)2xGSMD
C3)4 xx4 �
(2)2x0
��"
!
" 7
LAEOIX
uON zPs
�...r
1
1
.�-�.
.r
,....r -r
► ...r
r"..
G' TO 5O
•
4
, 1.1 OROS
1
2' x 4• WE RAIL
NOTES.
1. e• woe 0t11.1,4 cENTtit sem Is S' TH r - ,• OVLk!imos oN !ACM NM
2. 10' `MDT BLUING CENTER SPMI IS G'-4 WI't}! 1'•-4' OVL1ll1AtIOS CS EACH SM.
- 4.
NOTES
1. S' 'Mt tX.R.ONd ctNT`EN! SPAN IS Y WPM r - 3' OVtk!'tANGS CPI tAttl
2. 10' 1'VUC Ot11.DNG CENTER SPAN IS G'-G' WTM 1'-4' OVERl1AHG>3 CM EACH W.
2• x G' S+Dt RAL
NOTE S•
1. 8• WOE 5ttDNG OEttTER sem tS S'--G• Wf M 1' - OVL1tHAT1GS ON EACH SM.
2. 10• WDt Dl.I<m% c X1t*t SPAN iS G' WRti 1 OV!Nlf1AMGS ON EACtt Wt.
3. 12' WE NUM cm/tit SPAN IS 7-O' VIM 2 OVtIMANGS ON EACH SCE.
1 P f N ' 1•»1 t 4s
N.T.S.
2' -0 . 2' -O'
er VARIOUS END
WALL SC0110 45 roR
VOVCAL WALL
STUD LOCATON
OPTTiAL ELECTRIC 'TO tACM UNT
rt .D COPMCT ?RO 1 WISING
POWER SOLACE TO VC
Pl•4114.1 RESLIXIVIAL LAWN STORAGE 1513-fl1NG
SCALE' 1/4• - 1' -0
20 OUAOE CALLV.
RAMS 11E 'MTN (3)
10a COMMON NAILS
EACH END OF STRAP
FOR CONNECTING FLOOR JOISTS
• TO ).4MN BEAM
HURRICANE GLiPS
NTS
1•
NTS
2•x 4• P.t.
SOLI PLATE
•20OAC OALvANiZED
COMMON NAILS ON JOISTS
AND % 1N SEAM
'USE Fit AU. FLOOR JOIST/
SOD CONNECTIONS
,•RIONT AND LEFT CUP
••
NOM USED ON EVERY WALL STUD
TO CONNECT WALL TO ROOF
AND WALL TO FLOOR AT END
WALLS
- 21/r
copTM)OUS OVER 2 SPANS ML
FOR ROOfNG AND SIM
4' TO -0'
3 ANIO Fe OOP ' "' M
N.T.S.
2'x4•V!1.
WALL STLO
12'
20 OUACE OALV. STU1. NOEL•
RAFTER Ix 'M'M (5)
10d COMMON NAILS
EA04 040 OF STRAP
SCL VARJOUS CND
WALL SCCTIONS
WR11 DOORS AND
MACE DOORS rot
VERTICAL 5Th V LO WALL
env Low►T1oN
it
1
USED ON EVERY WALL STUD
TO CONNECT WALL TO FLOOR
TYPICAL EACH SIDE WALL
DATE / /9s
PLAN NUMBER
PPROVED BY
TED'S 61 -4ED, INC.
10311 154N114 f3EAC• ROAD
90 ∎11TA 61 IGIA, FLORIDA 339bS
1 1-S00-111-M66
6
MASTER PLANS
RARM TYPE MD FLOOR
AND J'RAKS DIU'AJJ$
DAM 3 -18-011 PROWL N0.
SCALE: AS SHOW ORAMINO N0.
DRAWN BYt 791 sltsrr 1 of 2
DATE
GENERAL NOTES
L rime rums ARE t4 COP4'LIAPCt WfrM 1lie 14'tt ttITiON Or re stANDAICD
OLt.CNC CODE. SECTION 1205 FOR WND VELOCITY Or 110 PI M.
2. MAMA STORAGE LIVE LOADS• FLOOR - SO Rsl.
Rocr - 20 P.S.F.
,. ALL twee* ro Ot SOt1f)fC'R!1 Me N0. 2 SURrAC4:D AT 14 It'»ui M.0.
FLOOR TRPOERS '*MALL BE PRESSURE TVRA1fD
4. PLYWOOD FLOOR To ee s /e• out 3/4' VICIt SWINEid4 PM EXPOSURE 1. APA
RATED STILTED- l- rt.OoR PAWLS; PLYWOOD iS CCM[CTL'D VI?M eA MALS AT 0 O.C.
At WOES AND 12' 0.0. t4 THE reLD.
e. ALL 9040 AND ROOFI40 PANELS TO BE 20034$4 ALUP?4M ALLOY O.O1
TI'IC;PQese AND SMALL DC CCPKC1tD To T11E rove MIRO 'MTh A Ptw1R1
415 x 2/4' CALVANlLLD screw WITH A MK ry • 33 KSL SPACl4C3 SCREWS AS
FOLLOWS.
5040. G• O.CAT ALL SUPPORT Maus. N'It'Rlolt »0 t o.
12. 0.0. AT DOTTOM OGG
ROOT• 't' O.C..AT ALL SUPPORT tee$. tfreII1OR AND QED
SAX LAP FASTENING NOT REQLRLD t'XCQ" T AT SUPPORT
ME>'ttRS AND BOTTCM [VOL
G. ROOF AND ROOF/WALL CO t CTiONS SMALL MAV! ON TACIT ScE 20 OUAOE OALVANECCD
STEEL TRUSS PLATES BY PIM PIT NC. MODEL N0. 10UXY41 -20. Olt VtM APPROVED ECtUAL.
7. nom AND ROOF Tts AND tverr ve CEPS ARE tNiMLFACTURE BY 'SCVTMEASTEIN
METALS MATISAC1URNO CO. N5.' MOD0. N0.'S RTl'2O6 ! RTP2oe12r 140 P!CP *. 'moire
MANJFACT 11 140.0. NC.' MOO 1. NO.'S R7102O AND MM.
NUFICCAtt CEPS CAN DE USED t4 PLACE OF ROOF TICS AT tNDWALL ROOF CONNECTIONS
R. GARAGE DOOR cetPINC sets ARE SStCr.C54'.7W.1101 G :s xT.
CSARAOt Doors SMALL et LOCATED N t?OWALLS►
10. swNCNG ENTRY DOOR OrtNNGS VARY t4 SEES FROM 3'x4' TO OW'. DOORS SMALL
OE LOCATED t4 SCE AND ENDWALLS.
SL 1•x4. MOM SMALL St A MAMAS OF GM' ABOVE ?OCR ON WALLS AND A
MAXPUI Or 4 0.C. THEREAFTER.
12. *KNOWS. DOORS AND LOCKS TO COMPLY WT '? cmArltie 34 Or TM SCUM FLORIDA
SLUM CODE.
15. ELECTRICAL h OPTIONAL ELECTRICAL r*RT1JRES }MAY VARY PER PLAN AND role CLENTS Nate.
ALL ELECTRICAt TO Se sit Wtnt CTto041) N EMT cac. T OR *11 %I'M GROUND *MX.
AU. fIXTLRES TO BE U.L. LtSTY:O APO APPROVED. MAX. WATTACt rue ELECTRICAL RLl4 NOT TO
EXCEED 1'tzo WATTS C2O AMP =CUT). ALL ELECTRICAL WORK TO BE N ACCORDANCE WRIT TI
1 N.E.C. •
$1TC 1NETALLED ITEMS
1. FOUNDATION AND CONNECTION OF UNIT
• TO SITE
2. ELECTRICAL • CONNECTIONS PROM Stf£ POWER
SOURCE TO UNIT. Cir ELECTRICAL IS PROVIDED
iN UNIT)
CERT. N0.
REASONS
1
. x4 OR
2' -
`
t
.J
JOINS
/CM')
0,0v2 uOtt sx
2kG1
JOISTS
f C1YP)
s
[aim ;as
1 *O�o
CU 4 x
(2)2xGSMD
4 OR/
!
G' t0 S4-0
4
, 1.1 OROS
1
2' x 4• WE RAIL
NOTES.
1. e• woe 0t11.1,4 cENTtit sem Is S' TH r - ,• OVLk!imos oN !ACM NM
2. 10' `MDT BLUING CENTER SPMI IS G'-4 WI't}! 1'•-4' OVL1ll1AtIOS CS EACH SM.
- 4.
NOTES
1. S' 'Mt tX.R.ONd ctNT`EN! SPAN IS Y WPM r - 3' OVtk!'tANGS CPI tAttl
2. 10' 1'VUC Ot11.DNG CENTER SPAN IS G'-G' WTM 1'-4' OVERl1AHG>3 CM EACH W.
2• x G' S+Dt RAL
NOTE S•
1. 8• WOE 5ttDNG OEttTER sem tS S'--G• Wf M 1' - OVL1tHAT1GS ON EACH SM.
2. 10• WDt Dl.I<m% c X1t*t SPAN iS G' WRti 1 OV!Nlf1AMGS ON EACtt Wt.
3. 12' WE NUM cm/tit SPAN IS 7-O' VIM 2 OVtIMANGS ON EACH SCE.
1 P f N ' 1•»1 t 4s
N.T.S.
2' -0 . 2' -O'
er VARIOUS END
WALL SC0110 45 roR
VOVCAL WALL
STUD LOCATON
OPTTiAL ELECTRIC 'TO tACM UNT
rt .D COPMCT ?RO 1 WISING
POWER SOLACE TO VC
Pl•4114.1 RESLIXIVIAL LAWN STORAGE 1513-fl1NG
SCALE' 1/4• - 1' -0
20 OUAOE CALLV.
RAMS 11E 'MTN (3)
10a COMMON NAILS
EACH END OF STRAP
FOR CONNECTING FLOOR JOISTS
• TO ).4MN BEAM
HURRICANE GLiPS
NTS
1•
NTS
2•x 4• P.t.
SOLI PLATE
•20OAC OALvANiZED
COMMON NAILS ON JOISTS
AND % 1N SEAM
'USE Fit AU. FLOOR JOIST/
SOD CONNECTIONS
,•RIONT AND LEFT CUP
••
NOM USED ON EVERY WALL STUD
TO CONNECT WALL TO ROOF
AND WALL TO FLOOR AT END
WALLS
- 21/r
copTM)OUS OVER 2 SPANS ML
FOR ROOfNG AND SIM
4' TO -0'
3 ANIO Fe OOP ' "' M
N.T.S.
2'x4•V!1.
WALL STLO
12'
20 OUACE OALV. STU1. NOEL•
RAFTER Ix 'M'M (5)
10d COMMON NAILS
EA04 040 OF STRAP
SCL VARJOUS CND
WALL SCCTIONS
WR11 DOORS AND
MACE DOORS rot
VERTICAL 5Th V LO WALL
env Low►T1oN
it
1
USED ON EVERY WALL STUD
TO CONNECT WALL TO FLOOR
TYPICAL EACH SIDE WALL
DATE / /9s
PLAN NUMBER
PPROVED BY
TED'S 61 -4ED, INC.
10311 154N114 f3EAC• ROAD
90 ∎11TA 61 IGIA, FLORIDA 339bS
1 1-S00-111-M66
6
MASTER PLANS
RARM TYPE MD FLOOR
AND J'RAKS DIU'AJJ$
DAM 3 -18-011 PROWL N0.
SCALE: AS SHOW ORAMINO N0.
DRAWN BYt 791 sltsrr 1 of 2
DATE
GENERAL NOTES
L rime rums ARE t4 COP4'LIAPCt WfrM 1lie 14'tt ttITiON Or re stANDAICD
OLt.CNC CODE. SECTION 1205 FOR WND VELOCITY Or 110 PI M.
2. MAMA STORAGE LIVE LOADS• FLOOR - SO Rsl.
Rocr - 20 P.S.F.
,. ALL twee* ro Ot SOt1f)fC'R!1 Me N0. 2 SURrAC4:D AT 14 It'»ui M.0.
FLOOR TRPOERS '*MALL BE PRESSURE TVRA1fD
4. PLYWOOD FLOOR To ee s /e• out 3/4' VICIt SWINEid4 PM EXPOSURE 1. APA
RATED STILTED- l- rt.OoR PAWLS; PLYWOOD iS CCM[CTL'D VI?M eA MALS AT 0 O.C.
At WOES AND 12' 0.0. t4 THE reLD.
e. ALL 9040 AND ROOFI40 PANELS TO BE 20034$4 ALUP?4M ALLOY O.O1
TI'IC;PQese AND SMALL DC CCPKC1tD To T11E rove MIRO 'MTh A Ptw1R1
415 x 2/4' CALVANlLLD screw WITH A MK ry • 33 KSL SPACl4C3 SCREWS AS
FOLLOWS.
5040. G• O.CAT ALL SUPPORT Maus. N'It'Rlolt »0 t o.
12. 0.0. AT DOTTOM OGG
ROOT• 't' O.C..AT ALL SUPPORT tee$. tfreII1OR AND QED
SAX LAP FASTENING NOT REQLRLD t'XCQ" T AT SUPPORT
ME>'ttRS AND BOTTCM [VOL
G. ROOF AND ROOF/WALL CO t CTiONS SMALL MAV! ON TACIT ScE 20 OUAOE OALVANECCD
STEEL TRUSS PLATES BY PIM PIT NC. MODEL N0. 10UXY41 -20. Olt VtM APPROVED ECtUAL.
7. nom AND ROOF Tts AND tverr ve CEPS ARE tNiMLFACTURE BY 'SCVTMEASTEIN
METALS MATISAC1URNO CO. N5.' MOD0. N0.'S RTl'2O6 ! RTP2oe12r 140 P!CP *. 'moire
MANJFACT 11 140.0. NC.' MOO 1. NO.'S R7102O AND MM.
NUFICCAtt CEPS CAN DE USED t4 PLACE OF ROOF TICS AT tNDWALL ROOF CONNECTIONS
R. GARAGE DOOR cetPINC sets ARE SStCr.C54'.7W.1101 G :s xT.
CSARAOt Doors SMALL et LOCATED N t?OWALLS►
10. swNCNG ENTRY DOOR OrtNNGS VARY t4 SEES FROM 3'x4' TO OW'. DOORS SMALL
OE LOCATED t4 SCE AND ENDWALLS.
SL 1•x4. MOM SMALL St A MAMAS OF GM' ABOVE ?OCR ON WALLS AND A
MAXPUI Or 4 0.C. THEREAFTER.
12. *KNOWS. DOORS AND LOCKS TO COMPLY WT '? cmArltie 34 Or TM SCUM FLORIDA
SLUM CODE.
15. ELECTRICAL h OPTIONAL ELECTRICAL r*RT1JRES }MAY VARY PER PLAN AND role CLENTS Nate.
ALL ELECTRICAt TO Se sit Wtnt CTto041) N EMT cac. T OR *11 %I'M GROUND *MX.
AU. fIXTLRES TO BE U.L. LtSTY:O APO APPROVED. MAX. WATTACt rue ELECTRICAL RLl4 NOT TO
EXCEED 1'tzo WATTS C2O AMP =CUT). ALL ELECTRICAL WORK TO BE N ACCORDANCE WRIT TI
1 N.E.C. •
$1TC 1NETALLED ITEMS
1. FOUNDATION AND CONNECTION OF UNIT
• TO SITE
2. ELECTRICAL • CONNECTIONS PROM Stf£ POWER
SOURCE TO UNIT. Cir ELECTRICAL IS PROVIDED
iN UNIT)
CERT. N0.
REASONS
1
LISTING AGENCY
APPROVAL
THESE PR1NfS COMPLY Wt'1?i THE
FLORIDA MANUFACTURED BU1LD1NC
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE TO THE FOLLOIMNC
CRITERIA:
COM TYPE ..OA . _ . .
OCCUPANCY_ LAWN STORAGE
ALLOWA8LE '
OF FLOORS 1 .... .,
MHO w1.Oc1fY.. 110 M.P.M.
FIRE RATING OF
QM&O&'N� 0. . . ,
21.6V = . 273 -002
ALLOWA8Lt:
&tJ L069... 30 r.S.r.
S?PROVAL .Q ,2 5
MANUZACTUR�R '5. VIED
risigial
0 On%
c0
to
4
2
•
11/2• •i_ .501/2•, 1
S GTIONA
Wxe
i... COLLAR It
- 0 ' WIDE B DG.
(Act rxe
2'x4• V! 1.
"'WALL 611.0
rx12. 20 WAGE
,L -GALV. FLOOR TL
TIT. AT SCCwALLS
33'
55 v
COOLLAR Tt
15!4•
I
DRACC
2 x4' V!! r
' STUD
1Nd2. 20 GUAM
r- JOHN. FLOOR Tt
11T. AT SCCNALLS
1
1o.-o•
?Ice
1�k4
2•x4 0.T.
! PLAIT
1'x4'
DRAGE
2x4• P.T.
bolt PLAT!
M.
UCTIQ .A
TYPICAL 12'-O L G„
3545' TRUSS RATE
ON 50TM 90th CM)
3*" .5* TRUSS PLAT!
ON 50Th Sots CTST)
71/25
58'
3•I5• TRUSS 'PLAIT
ON 5O1f1 SCEs CTYPAI
40 1/r
fr.rxe 1'x4•
DRAM CRACC •�
2>s P.T. }
4•
1••- 2'x44 KR?. SOIL mot
WALL ST o Tyr.
!NSW 20 GUAM
•-- GAIN. f'1.00R 11'
M At SID•WALLS
r I �
7TGAL 8'-O; .lam $.L 12.1
11
MINS
11
1
P WALL a t 6' GA G �DOOt?
NTS
35t5• 1/!AS PLAT!
ON 8011t Sots GM)
3•x'3• TRUSS RATt
ON 30'51 SOt5 CM)
ire? 20 *ACC
TES crr OR
Ors. MI RIOCANC
CAPS
re 20 WAGE
TLS (17r) OR
oo . nutettme
=.2.N.LEfftiseLtAittkor D0Q$
TYP. • P_Q$ 12' WIDE
$LP L
NTS
31A5' TRUss runt
ON 50TM sots CM)
3•i& TRUSS RATE
ON 501M SCES CM)
a•
3•x • TRUSS PLATt
ON 50Th bole CT7'P)
e•-0•
2x4 M
rxe
CRAM
M.
NTS
,•04
1o'-o
NTS
• x _
11' -3'
1 . 20 WACC
TES CM) CR
Ors. MURP3CAME
CAPS
1
mart.
r A3' DOOR 15 USED. TMAN DOOR 2x4•S
ARE TOWARD CENTER Of DLDG. AS DOOR WIDENS.
In DOOR 2x4'9 MOVE TO ftletlEnR Of BLDG.
STUD SPACING NOT TO EXCEED 24' O.C.
1'x1' 20 WAGE
TLS CTR) OR
ors. MURIOCAtE
CAPS
NOTE.
A' A3' DOOR * USED. NAN DOOR 2x4'S
ARE TOWARD Ctyrt a or MM. AS DOOM WIDENS.
Tttt .DOOR 2x4'S MOVE TO rtnirrzt Of BLDG.
STUD SPACNG NOT TO EXCEED 24 O.C.
.O END _WALL WITI DOOR
'k4•
%11
ern
NOTE .
tf A 3' DOOR 1S USED. TMAN DOOR 2 x 4'5
ARE TOWARD CENTER Of BIAG. AS DOOR WOENS.
THE DOOR 2x4'8 MOVE TO 1't ttlETER Of BLDG.
STUD SPAC1G NOT TO EXCEED 24' O.C.
12 W 1 WO DOOR
re 20 WAG
TES CM) CR
arr. twelermve
UPS
3•• muse I1.A73
oN 50Th 90E•
• 3•x,' TRUSS rLA1tt
ON 501ft 50E5 CM
350• TRUSS PLATE
ON 5O•Ii Sots CM?
8'N WALL WIT WINDOW
0
-to,/
1 4•
rxe
DRJ1Ct
AIM Min 111
NOT't.
STUD S "ACt4G NOT TO EXCEED 24' O.C.
NOM
STUD SPACNG NOT TO EXCEED 24' O.C.
.12 BND WALL WIT DOW
11' -3'
NOTZ.
STUD SPACNG NOT TO tXCt'!D 24' O.G.
.2' END _ L-. M W1M)OW
NTS
NT,
10•.5•
NT3
re 20 CUACC
TLS CM) OR
orr. 111.101ZArc
CAPS
re 20 CLIME
TES MT) OR
OPT. MLRIOCANt
CAPS
1•x • 20 WAGE
TES MP, OR
OrT. MuRIOCAPE
Ctrs
TED'S SHED, INC.
10311 OC U?A >3L■ 4CN ROAD
19 0N1TA 8!°}RMbb, PLC:1QODA 33989
- 800 - iii -ce
MAMER PLANS
BARN TYPE Slr;$D
1243 TALL 5WCTIONS
9Y DATE
CoAltt 3.15-1/6
SCALD, •, As SNOW
CRAW Wft
PRAT NO.
DRAWN° NO.
stax 20?2
RV: 24M
,ANCHOR AND BLOCKING PLAN
(SEE TAB BELOW)
10'
10' x 24'
10' x 28'
10' x 28'
10 x 30'
10' x 32'
10' x 34'
10' x 38'
10' x 38'
10' x 40'
12' x 4'
12' x 6'
12' x 8'
12' x 10'
12' x 12'
12' x 14'
12' x 16'
12' x 18'
12' x 20'
12' x 22'
12' x 24'
12' x 26'
12' x 28'
12' x 30'
x 32'
12' x 34'
12' x 36'
12' x 38'
12' x 40'
12' x 42'
12' x 44'
12' x 46'
12' x 48'
12' x 50'
14' x 20'
14' x 22'
14' x 24'
14' x 26'
14' x 28'
14' x 30'
14' x 32'
x 34'
14' x 36'
14' x 38'
14' x 40'
14' x 42'
14' x 44'
14' x 48'
14' x 48'
14' x 50'
ANCHOR AND BLOCKING
SCHEDULE
x 22'
TOTAL NO. Of TOTAL NO. CF
SOIL ANCHORS t10l PADS
10 10
10 10
10
10
10
4
8
8
8
6
8
8
a
10
10
10
8
a
4
4
4
4
4
8
a
a
6
6
8
8
a
4
4
4
4
4
4
4
4
8
6
6
6
4
4
4
4
4
4
4 4
4
4
4
4
4
6 • a
6 -- ---- 10
` � t0
6 ' .. 10
8 12
8 8
a a
a 16
a 16
10 20
10 ?0
4
4
6
8
6
6
8
8
8
10
10
12
4
4
4
8
1 4
4 4
4 � - 4 -y
....._ ._..,�.._ - - -- _--- - w
4 6
4 --1— -- 6
4
i
6
8
a
6 12
8
12
12
20
20
1
6
8
8
8
6 10
a 10
a 10
a 12
a 12
8 12
10
10
10
8
12
12
12
12
12
16
16
16
20
12
14
4
4
4
6
a
8
4
4
•
4
CRAM
tow
2x4 STUDS
ASPHALT StALE
P. T. SOLE
PLATE CONT.
P.T. SLOE
M RAIL CONT.
3Jcz4," 4" 04.1.4A.
81 x ZI /?1.1 W /wA4IRZ .
PPL { YW000
20 PACE x 1 1/4"
CALV. STEEL STRAP
OR 1 /3m ME AIR—
CRAFT CABLE
(2) x P
OR (1 )4
SKID
• . ♦ • M 6, ••
CAUtX
P.T. FLOOR
JOIST BEYOND
fi,(1•;.
Co C. X13
II IPAN- 1Fs5 # oNI ∎ , CANC. Ahle:1.11Z .}}wt, •
w/ 15 /5"x 3" 2A,W L LcV./ �L-'t
_{�,�o•G•, MA"4.)
ALThk NAT.E,
NCHOR B ILDING CONNECTION
NTS
d
•
2 x 4•
2 x 4" r tAT1
2'' .X Q" PLAtt (P.T.)
w/QX$ 10 /10 1Mwja.
2— !d CONT.
TYP. SECTION FOR NO FLOOR
NO SKID TYP. BLDG
N.T.S.
' 11C4.? 81088001:0
w,. T 4'—O" a C..
OR
3/8" 0YNABOLT DASCIOCO
8 w CONC. ATC— O'0.C.
W/2 WASMER•
m0
1/2"0 x 30" LG. STEEL ROD
HELIX:
9 GA. x 4 "4
WITH 2" PITCH
2 x 4 STUDS----
P.T. sots=
PLATE CONT.
P.T. SIDE
RAIL CONT.
GRADE
err •(\ \i,
60'
SINGLE HELIX GROUND ANCHORS
NTS
As Manufactured 8y: Ted's Sheds, Inc.
Bonito Springs, Florida 33923
1- 800 -771 -0866
N. -- SINGLE HELIX OR
CORAL ROCK ANCHOR
(SEE DETAIL)
ANCHOR /B#JILD1NG CONNECTION
NTS
P
20 GUAM x 1 1/4"
CALV. STEEL St AP
OR 1/8" WIRE AIR—
CRAFT CABLE
a s:
!r*
.... rfh`tEt��
• _:` \ ; -c fir;; I; •..•.....''
•
�,&'"• ^ � .�a•K �. —�:.. tire
(2) 2 x 6 P.T.
OR (1) 4 x 4
SKID
4 "x8 "x16"
CONCRETE PAD
(SEE SCHEDULE)
•
feS
4
•
P.T. FLOOR
JOIST
1 /2 "8 x 30" LO. Sito.. ROD
. , '
CORAIL. ROCK ANCHOR*
NTS
r
Plataitt nit sx • z a
!i5
'f I
ti
FERRARA. EN044URIM. -
200 W. WISCONSIN AVE. 4- D+t;# D. PL0RAA
P.O. BOX 2978 ;<
` ,,
. r .
0. 7
•
•
•
•