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Manufactured(Modular)Buildings Menu>Insignia Search>Insionia List>Insignia Detail>Plan Detail
r
• Plan Tracking# 18392-RS
Code Version 2004
Building Type Storage Sheds
Municipal Jail No
Manufacturer Ted's Sheds,Inc.!
Agency H.R.H.Inspectors i
Agency Plan# 05-61
School District
Contract Agency
Construction Type
Fire Protection
Fire Suppression System
Occupancy Storage
Allowable#of Stories 1
Wind Velocity 150 mph Exposure
Fire Rating of Exterior Walls 0 hrs
Area Live i-psf Dead-psf
Maximum Floor Load 40 0
Alternate Maximum Floor Load
Roof Load 20 j 0
"R"Rating of Floor,Wall,and Roof 0
I
Modules per Building 1
Square Footage 719 Sq. Ft.
Approved for Hurricane Protection Usage No
Designed for use as a Hurricane Public Shelter No
Comments
Original Plan Tracking# 18392
Date of Agency Approval 12/06/2005
Date Submitted 12/06/2005
Date Accepted 01/01/1900
Status Accepted
I I
Date Attached File
12/06/2005 plan 18392 R1 TEMP001,PDF
12/06/2005 plan 18392 R1 TEMP002.PDF
12/06/2005 plan 18392 R1 TEMP003.PDF
12/06/2005 plan 18392 R1 TEMP004.PDF j J
12/11/2006 1plan 18392 R1 plan 18392 R4 2006%20teds pdf
I '
I
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
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Manufactured(Modular)Buildings Accepts:
https://www.floridabuilding.org/mb/mb_pub_plan_dtl.aspx 1/20/2017
Joe
16'TO 24° RIM JOIST SIZE AND 6RADE Q � :
811ED MA)QMUM LENCa7H6 SAME AS FLOOR J015T USED d0,
ENDWALL OPENINGS (2)2x4 OR 2)2x6 5EE CHART#I -A
`� SHEET A-2 In
NO OPENINGS 2' 3' 4' 5' 6' 8' P.T.S.Y.P.02 SKIDS
4'-0' 18' NA NA I NA NA NA NA Q
5b' 24' NA NA NA NA NA NA Illy
i9 Ur
6'-01 28' 20' 14' 10' NA NA NA mom'N
TLE" 34' 24' 20' 14' NA NA NA F N 2x4 OR 2xb V O N N
8'-01 38' 30' 24' 20' 14' 10' NA m Q JOISTS P.T.AT �
10•-0° 46' 38' 34' 30' 24' 20' 10' O 16'OR 24'O.C. N
S0' 44' 40' 34' 30' 24' 14' ~ V (TYPICAL) W Q r
I I'-8' S0' 46' 42' 38' 32' 28' 18 4 u ° o
131-050' 1 50' 1 415' 144' 38' 134' 24'
13'8' 50' 50' 50' 4b' 42' 38' 28'
NOTE NA-THAT SIZE OPEUNS WILL NOT IE ALLOW®ON THE DOH&L5 OF A SHED WITH THAT WIDTH.
SEE CHART u l
ELECfR1C�4L
SHEET A-2 A-2
DUPLEXREG�TAGLE 120V IQ NOTE: b (2)2x4 OR(2)2x6 r
qp b'-0'TO 50'-0° P.T.S.Y.P.#2 SKIDS I Y
(� ALL ELEGTRIGAL EGIIIIPMENT SHOWN IS A-2 SEE CHART THIS SHEET FOR MAX LEGTHS ALLOWED I
Y
INCANDESCENT
1 EW BULB LIGHT OPTIONAL AND LOCATIONS MAY VARY. NOTES: �� \.
I. ANY BUILDING OVER 100 50.FT.WILL BE 2xb FLOOR JOIST. a�
m .UNCTION BOX ALL RECEPTACLES PROVIDE WITH lCi� q
`SDA E TO BE 6F.1.REGEPTAGLE5 I:LOOR FRAMINC'� PLAC �,;.;>; .,;; -: �,
7 SWITCH Q FLgOS=
OF.1. GROUND FAULT CIRCUIT INTERUM
2x4 5.YP.02 ~,16'T 24° t s e s r�•r•.,�
I6'TO 24° TOP PLATEil`.......
s.
2x4 VERT.
SLOPE / 6F.1. WALL STUD i U LL
3,4, 6•.5WINGIN6-DOOR
DOUBLE RAFTER55 2x4 OR 2x6 S.Y.P.#2OPENI".SEE SIDE MALL
3/4'T46 PLYWOO� DOOR HEADER DETAILS
AT ENDWALLS RAFTERS SEE CHART 6F.I.Q FLOOR DECKING
#3 ON 5HEET A-2 . SEE VARIOUS END WAU-...... :::w m
in Tn SEGT1, WITH DOORS
----- —p-- RIDGE ---_O _ — -5EE VARIOUS-END_ _ AND�ARA6E DOORS FOR
T' i•o g 'Fi ppp�((
I- - - -
WALL 5EGT70NL5 F� CAL-WALLVERTICAL STUD._ ,• -,1p s.. � � �Y2
Q Q LEGATION WALL STUD LOG TION_^ ;r,9u,, J 1N
:._ ...
v ...._f
-- _ _ - -- - -- - --- - -- - -- __ -- - - - - - -- - - - - - - lll REV BY- DATE
3-,4';5',6'SWIN61 DOOR Q LU I Itnb/o5
PF 2x4 P.T. OPENING.5EE SIDE
- SOLE PLATE DOOR HEADER DETAI 61:1
DATE. OS
I 6'-01 TO 50'-0° L 6'-0'TO 50'-0° � DRN BY. K R
SEE CHART THI5 SHEET FOR MAX LE6TH5 ALLOWED 5EE CHART THI5 SHEET FOR MAX LEOTH5 ALLOWED GHK BY. Fx
OPTIONAL ELECTRIC TO EAGH I � SGA . 2 �b
WD.NO. 2T3-068
ROOD PRAMINC� PLAN UNIT FIELD CONNECTED FROM , FLOOR P q-3 Q sHE�
KT�r, EXISTING POWER SOURCE TO UNIT
THESE PLANS WERE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND 6U5T OF 150 M.P.H. M�1
di
AGENCYAPPROVAL II
These prinb comply aAtli the Florida Menu.
facNrM Building Acl d 1979 ConaWctlon ulf
Codes and adhere to the fallowing aftella: n-
Plan O s—6/ de MAX WALL 6TUD LENGTHS SUB�TI aNOF THE 2004 FLORIDA BUIILDING CODE 16043 �
Const Type V-3 STUD GRADE MAX LENGTH STUD oill
compy 5-I WIND SPEED EXAMPLE ry
�„ b,I.L AND SPACING IN INCHES LENGTH '
2x4 S.Y.P.02 of Fhors t
0.131°GUMJ/UL TOP PLATE !AAnd VOW* !S D S.Y.P.#2 AT 24°O.G. 150 M.P.H. 8q° 1'-5' 7-5°SiUD dj M
TOENAILED "ire Radrg d 1-1/2'TOP PLATE r
Eat.Walls N
RAFTER TO S.Y.P.tt2 AT 16°O G. I5O M.P.H. 1Oq' 9'-I° I-12'BOTTOM PLATE O g¢ r
TOP PLATE Flow Lead CEy 1'-8°WALL HEIGHT R
App"Date NOTE: AL
2S o
FRH h%Pectars TOP PLATE t BOTTOM PLATE MAY BE ADDED
TO STUD LENGTH FOR TOTAL WALL HE16HT Z� o_
I'WIDE 20 GA.(MIN)STRAP MAX WALL STUD LENTIS
WITH 0.151"x 2-I/2'GUNNAILS CH/iR I y�
SEE CHART FOR QUANTITY
-N.TS m-
.'.. l;
I°WIDE 20 6A.(MIN)STRAP
WITH 0.131"x 2-1/2'6UNNAILS
SEE CHART FOR QUANTITY UPLIFT 6TRAP NAILING SCHEDULE 'n
2x4 S.Y.P.a2 VERT.WALL
STUD 16°O.G.OR 24'O.G. NHEIER OF NMLS EACH Em OF STRAP xWO x 2-V 3W T,J55 PLATE ON O
FOR H9614i44' B"SIDES(TYP)
31x 0.131 NAIL FROM PLATE TO WALL SND SPACEING 50 CHART BELCH zx4 OR 2°6
JOIST BELOW AT 16'O.G. SHED WIDTH S 2c4! P.TIE 5.YP.02 RAFTER m
3/4°T66,PLYWOOD 24°O.G. 16°O.G. COLLAR 2x4 SYR 12
4
SHEATHINGCOLLAK I ITOP PLATE
SCH
4'-0° 5 4 I I ?'M AL uwfsMAZ I P v 0 91<0
2x4 OR 2x6 5'-0' 6 4 I I �, re MK
FLOOR JO15T 6'-0° 8 5 I I p• pias
----- -- — — -- -- ——- — --- 1'-0' -—9— b --- IV Arm"' al m y V 2t4 S.YP.02
- - -I---I � - S,I�A•�6Y�O.C.
2x4 OR 2x6 8b' 10 1 I I Stites sraL=TNa e.wLL -u —
RIM JOIST lo'-0' 12 8 I I NOT nem ca 4-AR'0 •' OR z4'O.0W
-- -- -- - --_- -11'-0' _ 14 10 I I 5/4'Tlb PLYWOOD °1 SOLE PLATE IL
BEND STRAP AND NAIL INTO II'8' 14 - IO StEATHIN6 -_- - - - -- - - - - z
FLOOR JOIST IF NEGE55ARY REV BY DATE-
TO INSTALL ALL FASTENERS 13'-0' 11 II g I MBR 1128/05
PTS
W,2x40Rf]J-2m 6 O
. YP.n SKIDS
-
YIALL STUD TO RAFTS DATE OS
AND FLOOR FASnKIN6 W DRN BY. mm
SECTION CROSS SECTION x ""`B''
3 SCALE:3°=1'-0' SCALE 11/4°=Ib° V MD.NO. d
O i
THESE PLAN5 WERE DE516NED IN ACCORDANCE WUIL
WITH THE 2004 FLORIDA BDING CODE FOR A THREE SECOND GUST OF 150 M.P.H.
AISE
gig
I'AS 20 D KITH STRAP'' Q
IkB'20 6UA6E STRAPS FASTB✓ED WITH(2)-
3W TR.55 RATE FAST5E WITH(2)- 556'TRJ55 RATE 0331'0 x 2-114'6UNWLS Ulf ON BOTH SIDES TYP) 0.131'0 x 2-114'6UNNAILS ON BOTH SIDES TYPI EACH ERD OF STRAP Ul
AGENCYAPPROVAL EACH END OF STRAP
7hm p*o comply WW On Florida Manw SEE HEADER sff HEADER x
feCtUled Bu1aI11p Ad d 1979 comb ctilm DETAIL DETAIL
Codes and edhana W the fo4o ng atterM:
Plano O5-6/ —5YP.02 I yF 2x45YP.•2 I I F
COMILType .^ V-0 TOP RATE TOP RATE JACK 4 °� N
STUD V
OCGI F
sl ��(1T O T T
of Floora� ! I� WI4' DT}IBtAGE I o o I V W4' DTHE W o 0 0 QFlm +
Wirw VOID"
Ela.We148 d Z 2xSOLE RATE EQ TIED 1 N #2 JACK 901E SKATE 3 � N XL U-
>4 F.T.S.YP.
F%w Load ° I I
Appmal Date !s-At/O•jam 3 3 Q uuu_111
HRH Inspectors j
NOTE, "'OTE,
SHOW IF 4'-0'DOOR 15 USED,THEN THE WALL X6'-00''DOOR SHONPI,IF OTHER SIZE OF DOOR 15 USED,THEN
STUDS SHALL NOT EXCEED 24'OL.ON EITHER SIDE OF THE WALL STUDS SHALL NOT EXCEED 24'OC.ON EITHER 51DE
NOTE: THE DOOR THEREFORE F5 STUDS MAY BE RESUIRED IN OF THE DOOR THEREFORE MORE STW5 MAY BE REWIRED IN .
STUD SPACING NOT TO WALL LL THAN ARE SHOWN ON THE PLAK THE WALL THAN ARE SHOPW ON THE RAN.
EXCEED 24"OZ. b W`ED AL1-ITTH DOOR If SHED
PoTH DOOR
GD TAI,I D• Z DIT ,
5CALSAI 114"v
I'x8'20 60ASE STRAPS Z
FASME D WITH(2)- NO'20 6UA6E STRAPS
OJ31'0 x 2-1/4'6UU1AIL5 IAB'20 6UA6E STRAPS 356'TRI155 PLATE FASTENED WITH(2J' ~ gg
356•TRIEEi RATE EACH END OF STRAP 356'TRUSS RATE FA57ENED WITH(2)- Q 74
ON BOTH SIDES TYP) ON BOTH SIDES TYP) EACH BID STRAP BOM SIDES 77P) EACH BID OF STRAP -1
V
0131'0 x 2--11V 4'6NdIAILS
SEE HEADER SM HEADER SEE HEADER Q
DETAIL DETAIL DETAIL Q o p
O
2x4 S.YP.62 I 1 S I 7• 2x4 5YP.+2 I 17 - ifT Q
TOP PLATE
TOP RATE i 1 P I TOP RATE 1
- - - -- �j >w
18 6UA6E BRACE --- --- -- -- --- -1 - -moi - - ---
18 WASE BRACE W V IB W46E BRACE y V I-V4'WIDTH I 3
I-V4'WIDTH 0 0 I-V4'WIDTH o 0 0 0
�,Yi I 3n l ,A W
•• •• •• LL
2x4 P.T.S.YP. 8'-0' 2x4 P.T.5YP. }G 244 P.T.S.YP.
62 SOLE PLATE 1 1. 12 SOLE RATE 1 N n SOLE RATE N - - -z REV ISY- DATE
STUD I I EQ. 22 I ED. 225Q W. I Q 1 MSR 11!28/05
9 9 S IL
101-01 a 111-01 a n'-e•.. B o• a--0• DATE, M11/2q/O5YaNDOw SIZE VARIES FROM 2T' DRYI BY,WINDOW SIZE VARIES FROM 2T• zCM BY,TO 36'VERTICAL DNEW.10N9 TO 36'VERTICAL DIMEIaON5SCALE,IC THa7 U'-9.51 BWYW-L 6'SF® B'SF® = W.O.NO:
YUTN V TO V SARAGE DOOR MOKA L YM KNDoJ I EMMALL YUTN KNIP W V
� D TAI 3 D�AI• I D TAI.1-0 Q sHEEr
THESE FLANS PERE DE516NED IN AGGORDANGE WITH THE 2004 FLORIDA BUILDING GORE FOR A THREE 5EGOND GUST OF 150 M.P.H.
og
IScB•20 6uAc,E STRAP ffi
1518.20 6UA6E STRAPS FASTEN WITH(2)-
FASTENED
2)-
1510'20 6UA6E STRAPS FASTENED NTH(2)- 0.13144-x 2-1/4'6UNMAILS Q
FASTEN MIN(2)- 0131'4-x 2-1/4`611NNAILS EACH END OF STRAP
356'TFW35 PLATE OJ31'4-x 2-1/4°6UNNAILS 3W SSS PLATE EACH @1D OF STRAP 3W TRU55 PLATE u gg
ON BOTH SIDES TYP) \ EACH END OF STRAP ON BOTH SIDES TYP) 4+L ON BOTH 51DES T(p) AAT"'- IL
HEADER SEE HEAVER —9
DDETAI DHEADER DETAIL PETAL JIM all
1 74 1 4 I c. QR il'i O N
2x4 S.YP.•2 I F 2t4 S.Y.P.•2 I 2x4 S.YP.02 I _
TOP PLATE I TOP PLATE I TOP PLATE
E 6UA6E BfRAC✓= I IB 6UA&E BRACE I IB 611A6E BRACE
W4'NDTH I o o I-V4'ND1H > I m o H/4'MDTH ) I m. , GFLO
r
I �" I I -" I I •• � oL
2c4 P.T.S.YP. - 2x4 P.T.5YP. 5�p 2x4 P.T.5YP.
02 SOLE HATE STUD N N 02 SOLE PLATE 3�R'S'9' ,� 12 SOLE PLATE 2• 2' Sp 2' T I ut.fin
Ea W. 3' ' EO. 1Ad N011!I SCC SCC SCC STS
qZ
-0 9 9
A >—
AA
V-01 II'-0'TO II'-8° 13'-01 TO 131-8' L ~
G
NOTE °
V-O'DOOR SROM IF OTHER DOOR 15 USED,THEN THE WALL. 5'-0'�DOOR 5HOM IF OTHER DOOR 15 LED,THEN THE wALJ_ 3-• U1
ZDOOR SHOMN,IF OTHER DOOR 15 USED.THEN THE WALL
STUDS SHALL NOT MEED 24.O.C.ON EITHER SIDE OF THE 57UDS SNALL NOT BTAW 24'OL.ON EITHER SIDE OF THE STUDS 5HN1 NOT EXCEED 24'O.G.ON EITHER SIDE OF THE
DOOR THEREFORE FEY STUDS MAY BE REWRED IN THE DOOR THEREFORE FEI STUDS MAY BE REWIRED M THE DOOR THEREFORE FEWER ST05 MAY BE REQUIRED IN THE Z�
WALL THAN ARE SWM ON THE PLAN. WALL THAN ARE 5HOMf1 ON THE PLAT! WALL THAN ARE 5H"ON THE PLAN.
[a SHEP VO4ALALL MTM DOOR 11 AALL DOOR" SHED Is,TO
WTH '•Iq�y"
D Al DVAIL D AI °"""sxr 49,* ,„ U)
p 50AM 4. P-0' 4 .VC e 110'
SWLE' 4 e I �G�, MQ[�l. !�.•U<<:�' ,'i.n&11 F
.'1
ISce'20 6UA6E STRAPS 15r8'20 6VA6E STRAPS -..L'X��,27 6UA6E STRAPS F
FASTENED NTH CII- FASTENED MTH(2)- FA57T3$V'V♦I1H'f.3)- 'x1NT i,'1€ K
3551 TWY><,PLATE 0331'0 x 2-1/4.6UNNMLS 3' "TRW PLATE 0.131'0 x2-1/4'6UNNAIL9 355'TRUSS PLATE •-4131'R.x2-1/4°61NLWL5 !D
ON BOTH SIDES TYP)
EACH END OF STRAP ON BOTH SIDES TYP) EAGi END OF STRAP ON BOTH SIDES EYP) .AX EACFI @�OP 5ITRAP 31.01) }�
\TMK' AAlnP7L' A`Npx. .MailiAhrO+ U fLJ
SEE HEADER M SEE HEADER SEE HEADER
DETAIL DETAIL DETAIL V p Q
d
2#S.YP.02 1 2x4 S.Y.P.02 1 2x4 S.Y.P.02
TOP PLATE TOP PLATE Ji
TOP PLATE
I V N4' DTH I IB 61JA.6E BRACE 1-I 4"KD BRACE
o o I-V4'NDTH I a� I-I/4'MDTH I �n �
2c4 P.T.5YP. 2x4 P.T.5.Y 2x4 P.T.S.YP.
z
02 SOLE PLATE 20°5 22 _ 20• I ,n a SOLE PLATE z-0• I N -2 SOLE PIATE _ _ 2D0"• 2250•• yn0•' 9001• I• I m s I MBR N/1B/OS
20" 2O_
AA h5 � DATE' OS
I I'-0•TO II'-8° 13'-01 TO 131-8" LU DwL By. MBR
-NNDOW SM VARIES FROM 1. KNDOW SIZE VARIES FROM 27' MOM SIZE VARIE5 FROM 2r Z SCALE. NO SCALE
BY. FSG
TO 36'VERTICAL DIMBYiIONS TO 96•VERTICAL DUBISIONS � .. TO 36'VERTICAL DIMETSION5 Q SCA
10'SF® II'TO 11'-0'SHM 510 SPAGINS NOT 70 19'TO I31-V SHED U MLD.NO: 2T3-068
E O A L MULE YfNWA SMALL MTM NNDOW EKMED 241OG. EIMALL NM KNP M SHEET
5 D TAI 3 DETAI I D TAI.b 0
THESE PLANS WERE DESI6NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND 6ZT OF.150 M.P.H.