HomeMy WebLinkAboutProduct Approval S
STATE OF FLORIDA
DEPARTMENT OF COMM UNITY ;AFFAIRS'
"Dedicated to making Florida a better place to call home"
JEB BUSH STEVEN A1. SEIBERT
Governor Y
February 27,2002 li
Certification Number: TSI-251
Manufacturer: Ted's Sheds,Inc. '
Address: P.O. Box 50929, .
Fort Myers,FL 33994-0929
Expiration: 2004
Certified for Manufacturing:' Commercial and residential lawn storage buildings
This will confirm that Ted's Sheds,Inc. is certified to manufacture modular buildings
("Manufactured Buildings"as defined by Rule 9B-1,FAC)in a manufacturing facility for
location or sale in the State of Florida. The condition of the certification is limited to
authorization specified in Section 553,Part IV,Florida Statutes.
If you have questions regarding licensing requirements for site related permits for installation of
manufactured buildings, please contact the local building department and/or Department of
Business and Professional Regulations, 1940 North Monroe Street,Tallahassee,
Florida 32399-0771
Sincerely,
C=en�ce .
-r-&
Building Official
Building Codes and Standards
LHJ/akd
cc:MCE
2SS5 SHUMARD OAK BOULEVARD o TALLAHASSEE, FLORIDA 32399-2100
Phone: 850.488.8466/Suncom 278.8466 FAX: 850,921.0781/siuncom 291.0781
Internet address: http://www.dca.state.fl.uS
CRITICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANNING EMERGENCY MANAGEMENT HOUSING A COMMUNITY DEVEIOMNENT
2796 Overseas Highway,Suite 212 2SSS ShurrWd Oak Boulevard 2556 Shumard Oak 80u(evWd 1 2955 Shumard Oak Boulevard
Marathon,FL 330302227 Tallahasm,FL 323992100 Tallahasom FL 32399.2100 Tallahwee,FL 32399.2100
(305)2892402 (850)488-2336 (850)413-9969 (850)488-7956
• it
- . . .INSP CORS
-Plans Examiner- W. DAVID ARNOLD
David t'niolci
AR00135581i' OOD351 a r c h i t e c t
.flan# �1a�W� Date 2 w, a 106 Portland Street
Eustis, Florida 32726
FBC 2007 CODE UPDATE
HRH Inspectors
Attn: Bob Harvey
Re: Ted's Sheds, Inc.
Plan #'s 20100-R1 06-41
18505-R3 05-68 (2006)
18503-R3 05-67 (2006)
18502-R3 05-66
18392-R4 05-61 (2006)
As Plans Examiner for HRH Inspectors I have reviewed the plan listed and on file
for this Manufacturer and found them to be in compliance with the Florida
Building Code 2004 with the 2005, 2006 & 2007 Supplements.
9B-77. Compliant
AGENCY APPROVAL
These prints comply with the Florida Manch
factured Building Act of 1979 Construction
Codes and adhere to the following criteria:
Plan#O(r^ dS-e. (.716.f W&54-
Const.
&54Const.Type
Occupancy S
Allowable No.
of Floors
Wind Velocity �J D
i'-ire Rating of D
A.Walls _
Moor Load
Approval DatPH
spectors
(352) 357-5807 1 (352) 357-8416 fax/wa2(d,)earthlink.net/AR13558
HR.H. INSPECTORS
715 441 AVE. E.
ELIENTON,FL. 34222-2434
P1O941NE -722-7856
CELL 941-704-3936
E-MAIL fns ect018tnearchlink,ncl
TEDS SHEDS, INC.
PLAN #S 05-61/66/67/68/06-41
.i
PLAN TRACKING# S 18392-R4/18502-R3/18503-R3/ '8505-R3/
20100-R1.
These plans comply with rule 9B-72 (product approval) /Raised seal set
Of plans are on file in Third Party Agency office. { As directed:by DCA)
j
Harold R. Harvey
Mur-1300
SMI-18
H.R.H. Inspectors
i
J . .
MR
Ulf
TOD 'S
6HEPIS INC.
ti.RH INSPS 01350 LAREDO AVENUE
-Plans Examiner-miner- � �
W.David Arnold FT. MYERS 1FLORIDA 33105 (9
j�
AR001755QT%0000751
Plan# 773 (e/ Date 2/�o✓b� F
X3-OGS q Ln� � � Q -yam ��1,
\)) ' fit
MASTER PLANS >� I m >IL
OF
[�I=NERAL NOTES STANDARD TYPE SHE05 Q
DIsBIGN GRITORIA M 2004=0 4e"'
1. HIND VELOCITY 150 M.P.H.
I. THIS 5TIWTURE WA5 DESIGNED IN ACCORDANCE NTH THE 2004 EDITION L� /� 2. WIND IMPORTANCE FACTOR O.-M H,
OF THE FLORIDA BUILDING CODE(FBC).HW LOADING DESIGNED IN ELECTRICAL NOTES 5. BUILDING CATEGORY I
ACCORDANCE NTH A5CE-1-02. 4. WIND EXPOSURE G z ..
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE I.NEN AIR CONDITIONING 15 INSTALLED IN THIS BUILDING,IT SHALL BE THE 5. INT.PRESSURE COEFFICIENT +/-0.18 y�
CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF RE5PON5IBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL 6. BICL05URE CLASNFICATION ENCLOSED ` \
MANUFACTURE CONTRACTOR TO VERIFY WIRE AND BREAKER 51ZE5 FOR ACTUAL HVAC 1 COMPONENTS AND CLADDING
3. NRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. UNIT(5)INSTALLED ALL WIRIN5 TO BE IN AGCORDANCE NTH THE NATIONAL
4. EXTERIOR DIMENSIONS CAN VARY BETWEEN LIMITS SH"AT T O.G.BUT ELECTRIC CODE LATEST EDITION. -W,gLL LOAD(ZONE a4) -40.1 PSF 1n
MR13ER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. 2.FLEXIBLE CONDUIT FOR LIGHT FIXTURES. -WALL LOAD(ZONE 05) -5o9 P5F N
5. LUMBER USED FOR CONSTRUCTION OF THIS BUILDING SHALL BE AS 5.EACH CIRCUIT 15 TO HAVE CONTINIOUS SOLID COPPER INSULATED GROUND -ROOF LOAD(ZONE al) -949 PSF
FOLLOYS. NRE CONNECTED TO EMPFENT GROUND BAR IN THE MAIN DISTRIBUTION -ROOF LOAD(ZONE a2) -54B PSF
FLOOR.01575 2x4 SYP.a3 12%TO 15%MOISTURE CONTENT PANEL -ROOF LOAD(ZONE 173) -81.8 PSF
2X4 5.YP.0212%TO I5%M015TURE CONTENT 4.EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE GROUNDED
2Xb S.YPA3 I2%TO 15%MOSTURE CONTENT TO MINIMUM 10'-0'CAPPER GLAD EARTH'DMVEN RDD NTH GROUNDING 8. FLOOR DESIGN LIVE LOAD 40 PSF
2X6 S.YPA2 12%TO 15%MOISTURE CONTENT CLAMP APPROVED FOR DIRECT BURIAL.
STUD5 2x4 5PPA2 12%TO 15%MOISTURE CONTENT 5.ALL CONDUIT TERMINATIONS OF I'OR LARGER ARE TO HAVE PLASTID FLOOR DESIGN DEAD LOAD 12 P5F
ROOF RAFTERS 2x4 5.PF u2 12%TO 15%MOSTURE CONTENT INSULATED BUSHINGS. q. ROOF DESIGN LIVE LOAD 20 PSF
2Xb SPPA2 12%TO 15%MOISTURE CONTENT 6.ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL ROOF PM16N DEAD LOAD 8 PSI,
6. ALL THE FOLLOWIN6 LUMBER SHALL BE PRESEIRE TREATED SKIDS,FLOOR ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NEPA 101),LATEST EDITIONS. 10.WAIL DESIGN DEAD LOAD
JOIST AND 4S'T d 6 PLY WOOD FLOOR D5=NG. T HVAC ELWIR-ENT SHALL BE PROVIDED KITH READILY ACCESSIBLE i
1. RAFTERS DESIGNED TO SUPPORT DL110 PSH)+LL.(20 P5F)=30 PSF DISCONNECTS ADJACENT TO THE E61JIPMENT SERVED.A UNIT SWITCH NTN II. CONSTRUCTION TYPE
TOTAL LOAD. A MARKED'OFF'POSITION THAT 15 PART OF THE HVAC EGUIPMENT 5HALL
B. NAILS FOR ROOF SHALL BE GALVANIZED RING SHANK. BE PERMITTED AS THE DI5CONNECTMG MEANS ONLY INHERE OTHER 12. WILDING OCCUPANCY-LV'NSTiFN+E9ID51
q. FOR ROOFS WITH A SLOPE OF 2O TO 12 UP TO 4.0 TO 12 SHALL HAVE A DISCONNECTING MEANS ARE ALSO PROVIDED BT'A READILY ACCESSIBLE 19. THE CONIRALTOR MT COMPi.Y WITH THE LATEST
DOUBLE UNDERLAYMENT APPLICATION IN ACCORDANCE NTH SECTION CIRCUIT BREAKER EDITIONS CF TIE FOLLOHN6 CODES, Ny p>
1507.2,8 OF F.B.C.2004 6.PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING -FLORIDA BUILDING CODE-2004 u U
OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEIN6 IN
GI H LL�' LIST
T A g I b COMPLIANCE WITH SEG.IIO-q of THE NEC BY A LOCAL ELECTRICAL -FLORIDA MECHANICAL CODE-2004
�71"IRF 1� hl IAF CON✓91LTANT. -FLORIDA PLUMBING GODS-2004
KUP TO BUILDING,
SHEET NUMBER SHEET TITLE q.pN woIFV,ALL DISCOS�OVERR CURRENT DERSj FOYER DEEVIICE%PANELS,
FLORIDAACCESSIBILITY CARE=2004
G-I DOVER SHEET GROUNDING,ETC)15 DESIGNED BY OTH925,SITE INSTALLED,SUB.IECT TO -FLORIDA EXISTING BUILDING CODE-2004
LOCAL JURISDICTION APPROVAL, -FLORIDA FUEL AND GAS CODE-2004 REV BY DATE
A-I FLOOR AND FRAMING PLAN 10.ALL WIRES ToGSWITCHES AND OUTLETS To BE#12 THHN SOLID GREEN -FLORIDA FIRE PREVENTION CODE-2004
A-2 DETAILS AND CHART5 SITE INSTALLED ITEMS -NATIONAL ELECTRIC,CODE-2005
A-3 SECTIONS AND CHARTS
DATE. OS
A-4 DETAILS NOTE THAT 114I5 L15T DOES NOT NFLE55APJLY LIMIT THE ITEMS OF NORK AND DRN BY. MBR
MATERIALS THAT BE A-5 ENDWALL DETAILS RELATED ITEMS AREYSUBJECT TO LOCAL JURISDICT oN(APPROVAL K ALL 517E
FOR A GHK BY. FSG
SCALE, NO 51CALE
A-6 ENDWALL DETAILS I.THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. W.O.NO. .2 -068
A-1 HEADER DETAILS 2.RAMPS,STAIRS,AND GENERAL ACCESS To THE BUILDING.
3.ELECTRICAL SERAGE HOOKUP(IN(LUDING FEEDERS)TO THE BUILDING. 5HEET
A-8 DETAILS
THESE PLANS HERE DES16NED IN AGGORDANGE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF 150 M.P.H.
Ib"TO 24" RIM J015T 514E AND GRADE
SHED MAXIMUM I.MTH6 SAME AS FLOOR JOIST USED Ulf
ENDWALL OPENINGS
SHED WIDTH (2)2x4 OR(2)2x6 SEE CHART#1
NO OPENINGS 2' 3' 4' 5' b' 8' P.T.5.Y.P.#2 5KID5 SHEET A-2
4'-0" 18' NA NA NA NA NA NA
5'-0" 24' NA NA NA NA NA NA
6'-O" 28' 20' 14' 10' NA NA NA qq —
T'-O" 34' 24' 20' 14' NA NA NA # 2x4 OR 2x6 U u A ry
8'-0" 38' 30' 24' 20' 14' 10' NA m ~QJOISTS P.T.AT di
10'-O" 46' 38' 34' 30' 24' 20' IE' p Ib"OR 24"O.G. v N
111-0" 50, 44' 40' 34' 30' 24' 14' ~ 6- -(T'
PICAL) a '
!l!
S 1 11 -- -j 1....
II'-8" 50' 46' 42' 38' 32' 28' 18' Q �
I3'-0" 50' 50' 48' 44' 38' 34' 24'
50' 50' 50' 46' 42' 55' 28'
NOTE NA-THAT SIZE OPENING WILL NOT BE ALLOWED ON THE ENOWAI-L5 OF A SHED WITH THAT WIDTH. q
SEE CHART#1
ELECTRICAL SHEET A-2
DUPLEX RECEPTACLE 120V Im NOTE: 6 () x4 OR(2)2x6 II S z
�, b'-0"70 50'-0° P.T.S.Y.P.#2 5KID5
ALL ELECTRICAL EQUIPMENT 5HONAI 15 A-2
• � INCANDESCENT LIGHT SEE CHART THIS SHEET FOR MAX.LEGTHS ALLOWED
WITH'I-60H BULB OPTIONAL AND LOCATIONS MAY VARY. NOTES- r
I. ANY BUILDING OVER 100 50.FT.WILL BE 2xb FLOOR JOIST.
JUNCTION BOX
SHITE"
(�)WQ:RIR14M11*11112
PLAN '"Vraad>t nN rrw
haxswunaa 8�Q1 to� >
rA%ftOR1041" aea
Ib"TO 24° 2x4 S.Y.P.#2 Ib"T .
TOP PLATE
2x4 VER
SLOPE / WALL STU
6'SHINGI 67M Z` <
DOUBLE RAFTERS
PENING.SEE 51D WALL 2x4 OR 2x6 SY.P.#2 O ...
AT ENDHALLS RAFTER5 SEE GHART 3/4°T@6 DECKING
'D/ DOOR HEADER D TAILS
FLOOR DECKING
i° #3 ON SHEET A-2 � SEE VARIOUS WALL �
m m 5EGTION5 HIT"D O
p RIDGE p SEE VARIOUS END AND GARAGE DO .�FOR
WALL SECTIONS Fbt VERTICAL WAIL TUD IA
VERTICAL Q - 4 LEGATION WALL SND LOCATION
REV BY DATE
3',4,5',b'SWINGI DOOR 11
SLOPE 2x4 P.T. OPENING.SEE SIDE LL
SOLJL Ll Jr LE PLATE DOOR HEADER DETAIL
DA1E
6'-0°TO 50'-0" 6'-01 TO 50'-O" DRN BY. MBR
SEE CHART TH15 SHEET FOR MAX.LEGTHS ALLONED SEE CHART THI5 SHEET FOR MAX.LEGTH5 ALLONED GHK BY, FSG
OPTIONAL ELEGTRIG TO EACH I SCALE, No SGA•E
n ROOF FRAMINC, PLAN UNIT FIELD CONNEGTED FROM FLOOR PLAN Aa D.NO, ii5 ob8
�N.TSr E45TIN6 POWER SOURCE TO UNIT �ry,Ta� SHEET
THESE FLANS Mn DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE 5EGOND GUST OF 150 M.P.H.
lye 1 NOTE:USED ON EVERY WALL 0-
N ( q T STUD TO CONNECT WALL TO -1
` ry ROOF AND WALL TO FLOOR 111
A Z I VARIES _
I°MIN.' °
! � TYPICAL SEND
b a I -0.019" 20 GUA6E GOER.STEEL 5 4 a
�p WITH 0.131"�OR 0.162"Q �I�, V A ry ry
6UNNAILS EACH END END OF ° ' ' ' ' ' '` ' ' ' ' -I-
ILI—1 o° STRAP.SEE EACH OPENING
ry APPROPRIATE DETAIL FOR ,.
KEN • .t QUANTITY OF NAILS. o
AT Ib'O.G.USE(2)H3 OR 18 6UA6E GALVANIZED STEEL DOOR HEADER u
AT 24'O.G.USE(2J H25A 3/4'T46 FLYHOOD WITH(12)-IOd COMMON NAILS CONTINUOUS OVER ����
SIK--oN RRRIGANE SHEATHING ON JOISTS AND STUD WALLS
ANCHOR OR ECd1AL 2 SPANS MIN. �N.TS Q
51MPON LT512 ROOF AND 51DIN6 >I
CORNER TWIST 5TRAF ALUMINUMPANEL
DA � j � t ��* �Fu
T zfk.;
A B A l\
FASTEN GLIP PS2 i 2x4 OR 2x6 P.T. WIDTH _ }.
MANIFAC711RER5 S.Y.P.FLOOR JOIST N
SPECIFICATIONS 40 P.S.F.LIVE LOAD 111,°TTTI...''lll
_�
SKID TO*FLOOR XIST WIDTH JOISTS &RADE A B
G I I ON ROOD RA1:tER CHART 4'-O" 2x4 AT Ib"OR 24"O.G. SYP#3 8.5' 31"
'1 5'-O" 2x4 AT Ib'OR 24"O.G. 5YP#3 14S" 31°
5C 3'=1'-0° 6'-0" 2x4 AT 16'OR 24"O.G. 5YP#3 8.5" 55"
24" O.G. 16,10.6. to
l'-O" 2x4 AT Ib'OR 24"O.G. SYP#3 145° 55"
BLD&. BLD6. W-O" 2x6 AT 16°OR 24°O.G. SYP#3 205' 55"
Kum RAFTER SIZE WIDTH RAFTER SIZE ci g
10'-O" 2x6 AT 24" SYP#2 21.5" 77" � <!Y
MEN FLOOR JOIST ARE 4'-O' 2x4 S.Y.P.#2 4'-0' 2x4 S.Y.P.#2 10'-O" 2x6 AT I6° 5YP#3 A.5" 77° MH
AT Ib'O.G.USE(2)H3 OR QAT 24'OG.USE(?)H25A 3/4°TCG PLYWOOD I 11'-0° 2xb AT Ib°OR 24"O.G• 5YP#2 27,5 77° ZSHP"HmwGAHE SHEATHING 5'-0" 2x4 S.Y.P.#2 Sb" 2x4 5.Y.P.#2 Q
AMHOR OR E OAL I I'-8" 2xb AT 16' SYP#2 315" 77'
6'-0" 2x4 S.Y.P.#2 b-0° 2x4 S.Y.P.#2
T-O" 2x4 S.Y.P.#2 7'-0" 2x4 5.Y.P.#2
8'-0" 2x4 5.Y.P.#2 8'-0" 2x4 5.Y.P.#2
= j B G B A ff
10'-0" 2x4 5.Y.P_,#2_ IOb" 2x4 S.Y.P.#2 WIDTH _
11'-0" 2x6 5.Y.P.#2 II'-O" RST!,5.Y.P.#2 REV BY DATE
40 PS .LIVE LOAD'
EN
FASTCLIP PER 2x4 OR 2xb P.T. II'-8" 2x6 S.Y.P.#2 I I'-8" 2xb 5.Y.P.#2
MA1LI=AGTURER5 5YP.FLOOR JOIST I WIDTH JOISTS &RADE A 1 B G
SPECIFIGATION5 13'-0"1 2xb 5.Y.P.#2 13'-0" 2x6 5.Y.P,#2
13-0' 2xb AT Ib"OR 24"O.G. SYP#2 185"235" T2°
SKID TO FLOOR J015T 13'-8" 2xb 5.Y.P.02 13'-8' 2x6 5.Y.P,#2 13'-8° 2xb AT I6"OR 24"O.G. I SYP#2116.5"123.5'1 80"
39GTION DVRNATE, 05
SCALE,3'=1'-0" CHART CHART SCA E. MBR
GHK BY. FSG
SCALE, 2- SCALE
I �N.T.Sr W.o.No, 273-068
55HEET
A-2
THESE PLANS WERE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE 5ECOND 6U5T OF 150 M.P.H.
AGENCY
r° I�WIn° of I�hry'gorar M.w 'L�
oft lato 1114
IL
Pion M O3' e,/ MAX WALL STUD LWGtHB DEFLECTION NOTE a OF HOF /EO2004 AS F ORIDA BUI DING CODE 16043 1
emu 7' 00 V- 13
S 1 5TUD GRADE MAX LENGTH 5TUD
aa1"cors ubk- D' / AND 5PACIN(5 WIND SPEED IN INCHES LENGTH EXAMPLE N
2x4 5.Y.P.#2 �ymmily /-5'-o
U
iAN
OP PLATE Excell°I 5.Y.P.H2 AT 24"O.G. 150 M.P.H. 119' q'-II" 9'-II"STUD F
1-1/2"TOP PLATE
I-1/2"BOTTOM PLATE 0 ¢ r
410 / QS 5.Y.P.02 AT Ib°O.G. 150 M.P.H. 136' 11'-4" 10'-2°WALL HEIGHT u R >�
MAN NOTE: 2S
TOP PLATE 4 BOTTOM PLATE MAY BE ADDED
TO STUD LENGTH FOR TOTAL WALL HEIGHT Q
P WIDE 20 GA.(MIN)STRAP MAX WALL 5TUD LENTHs
NIH 0.131°x 2-1/2"GUNNAILS CHART
SEE CHART FOR QUANTITY Z
�N.T.S ti
V>Y Q
f
B
Y r
I"WIDE 20 GA.(MIN)STRAP `
WITH 0.131'x 2-I/2"GUNNAILS
SEE CHART FOR QUANTITY UPLIFT STRAP NAILING SOHMULL=
2x4 5.Y.P.#2 VERT.WALL
SND I b'O.G.OR 24'O.G. Nil 4XR OF NAILS EACH DO OF STRAP 0.191'9 x 2d6' 3'x5'TRL65 PLATE ON
FOR HE16HT'H' T BOTH SIDES(fYP)
3"x 0.131 NAIL FROM PLATE TO 5EE GHART BELOW I g
WALL STUD SPAGEING 2x4 OR 2x6 Yv
J015T DELON AT 16"O.G. 2x4 5.Y.P.Y2 5.Y.P.•2 RAFTER
SHED WIDTH O
3/4"T46 PLYWOOD 24"O.G. I6"O.G. Aa
COLLAR ne 2x4 S.Y.P.p2
TOP PLATE
SHEARING 4'-0" 5 4 I I cou-AR TIC ALL UNNMS {g�► a aao (�
BLD6.
2.4 OR 2xb 5'-0° 6 4 I I 6' 0 MN. �, S
FLOOR J015T 6'-0' 8 5 I I IV p^r1N. ,0
7'-0' 4 b 1r AND r10' n"mrN. d y 24 S.Y.P.02 Q
13'AND 1310" w KH. O O VERT.WALL F"
2x4 OR 2xb 8'-0" 10 T I I SHEDS 511ALLBR THEN 0'1-0LL o ovi ORR22246 G U j
RIM 10157 10'-0" 12 b - I I NOT HELD MLAK T V •
14 10 I I 9/4'T66 PLYWOOD SOLLEPLATE
BEND STRAP AND NAIL INTO II'-8' 14 l0 SFEATHM6 REV BY DATE
FLOOR JOIST IF NECE55ARY
TO INSTALL ALL FASTENERS 13'-O° 17 II
2x4 OR W 2x6 6
P.T.S.Y.P.02 SM05 M2
WALL STUD TO RAFTER DATE, 11116105
AND FLOOR FASTENING om B'' FER
SECTION GROSS r�ECTION I"ALB.Y" FSSC
G
SCALE' I/4"=1'-0" 2219--A9E
5HEET
�-3
THESE FLAN5 WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE 5ECOND GUST OF 150 M.P.H.
ut
�lb o a y
.TRUSSES 2x4 S.Y.P.#2 VERT.WALL
DBL
AT TRL65LS STUD 16"O.G.OR 24'O.G.
3°x 0.131 NAIL FROM i ti U o
PLATE TO MST ` Q N
2x4 S.Y.P.#2 BELOW AT Ib"O.G.
TOP PLATE 31-0„ 22SS
3/4'T46 PLYWOOD
SHEATHING
I"WIDE 20 GA.(MIN)STRAP L1\I
WITH 0.131"d x 2-1/2"GUNNAILS 3
SEE DETAIL AND CHART#3 2x4 OR 2xb j
SHEET A-3 FOR QUANTITY FLOOR J015T �-
CORNER TW15T STRAP—,--,"
TRAP IV, •
SEE DETAIL#5 A-2 2x4 OR 2x6 20 GA.x 1-1/4'WIDE STRAP �Y
RIM J015T FASTENED WITH(5)-0.131",P x
CORNER P05T SEE CORNER ANCHOR 2-I/2"GUNNAILS ,
DETAIL#2 A-4
DEtAIJ. '"
I I/4"GALV.STRAP RUN FROM �{
ANCHOR TO FLOOR J015T AND N"1
FASTENED TO FLOOR JOIST
DBL.TPU55E5 ANCHOR STRAP
AT ENDWALLS 3 SECt l ON
2x4 S.YP.#2
TOP PLATE o
�T--..��II�� PLYNiDOD SPAG�
I"WIDE 20 GA.(MIN)STRAP MoN GONTIN1oU5)
WITH 0.131"P x 2-1/2"GUNNAILS F
SEE DETAIL AND CHART#3 m
SHEET A-3 FOR QUANTITY -
CORNER P05T SEE V2° PLYWOOD SPACER REV BY DA E
DETAIL#2 A-4 -- (NON G0NTIRJOU5)
CORNER ANCHOR CORNER OF BUILDING DOOR HEADER
n ALtERNAtE DEtAII. DETAL S CtION
SCALE:B"=1'-0" I SCALE.5'=1'-0" EDATE..
. MBR
. F5C NO SCALE
. 2T3.ObB
SHEETdd
THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF 150 M.P.H.
I'XB
FAS NTH
20 6UNSTRAPS
I'98'20 GUAGE STRAPS FASTENED WITH(2)-
3'x5'T W55 PLATE FASTENED WITH(2)- 3•x5•TRU55 PLATE 0.131'0 x 2-1/4°6UMVAIL5
ON BOTH 51 Es TVP) 0.131'0 x 2-1/4'6UNNAILS ON BOTH SIDES TYP) EACH END OF STRAP
EACH END OF STRAP (�
DEE HEADER DEE HEADER
. DETAIL DETAIL
FkfAs
CB' TOP PLATE I I TOP PLATE 2
Nf�y MN CflNll�: STM V & p N
rGn O S —6( I 18 WASE BRACE
BRACE
Gni. V_ i 114"KVM— '–� I I o I-V4*KvTHHI g_ 0 I]
awl
MAiIPM�Mf� I 2x4 3l'1A> I Q II fnry '
ROOM. S/ 524
02 SOLESYP.P.TPLATE
VYw WMd02 SOLE PLATE EQ a 4
II e nLLa ¢ >O?X4ILC
atSV
vvo% M O a A-5 g
4M �
hMw�t Orq l/ O j NOTE' NOTE,
V-0'DOOR SH",IF 4'-0'DOOR 15 USED,THEN THE WALL 6'-0°DOOR SROM IF OTHER SIZE OF DOOR 15 USED,THEN
51UD5 SHALL NOT EXCEED 24'OL.ON EITHER SIDE OF THE WALL STUDS SHALL NOT EXGEED 24'OL.ON EITHER SIDE + U1 X
THE DOOR.THEREFORE FEVER STUDS MAY BE REQUIRED IN OF TIE DOOR THEREFORE MORE,5TUD5 MAY BE REGUIRED IN
THE WALL THAN ARE SHOWN ON THE PLAN. THE WALL THAN ARE SHOVM ON THE PLAN. .I• .
6SHED
EMPKAAL.LA i TH DOOR ER#A I TH DOOR U,
d 2M stn
I"z8'20 GUA6E STRAPS
FASTENED WITH(2)- I1x6 20 0UA6E STRAPS
0.1310 x 2-1/4'61RMAILS 1'x8'20 6UA6E STRAPS !3)5' ��.� FASTENED YBTH(2)-
3'x5'TRUSV PLATE EACH END OF STRAP 3'x5'TRUSS PLATE FASTENED NT}H(2)-
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x 2OF 6UHMAILS
EACH END OF STRAP EACH END OF STRAP
SEE HEADER SEE HEADER 5E HEADER S
DETAIL DETAIL DETAIL
I F n I I F .0 <SND 5PAGINS NOT TO Qa
I Fh MEW 24'O.O. 8 g
2x4 S.Y.P.02 I I —§ 2x4 S.Y.P.02 I I -§ 2x4 S.Y.P.02
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SCALE. NO SCALE
10'7FS01 II'-6'SHED EMMLL 6'SHED B'SIEO KO.NO. 213-068
WITH 6'TO 0'GARME DOOR ENDWALL MYTH l"ANDOA MOKALL WITH WINDOW
D AI 3 D TAI e I DETAI a 5HEET
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND 6U5T OF 150 M.P.H.
I"x8°20 WAGE STRAPS I"x8'20(5t)ACE STRAPS
I"x8'20 GUAGE STRAPS FASTENED WITH(2)-
FASTENED WITH(2T- FASTENED WITH(2)- 0.131%x 2-1/4'6UN4AILS
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2x4 S.YP.02 I I 2x4 SYP.2 I I D 2x4 S.YP.02 I I -9 N
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STUDS SHALL NOT EXCEED 24"O.G.ON EITHER SIDE OF THE STUDS SHALL NOT EXCEED 24'O.C.ON EITHER SIDE OF THE STUDS SHALL NOT EXCEED 24'O.C.ON EITHER SIDE OF THE _
DOOR THEREFORE FENR 5TUD5 MAY BE REQUIRED IN THE DOOR.THEREFORE FEVER STUDS MAY BE REQUIRED IN THE DOOR THEREFORE FEIAER STUDS MAY BE REQUIRED IN THE '
WAIL THAN ARE SHOW)ON THE PLAN. WALL THAN ARE SHOWN ON THE PLAN. WALL THAN ARE 5HOM ON THE PLAN.
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