HomeMy WebLinkAboutProduct Approval3
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS'
"Dedicated to making Florida -a hPtter Place to call home
JES BUSH STEVEN M, SEIBERT
Covemor seclea+Y
Z
February 27, 2002
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 Iocal building department and/or Department of
Business and Professional Regulations, 1940 North Monroe Street, Tallahassee,
Florida 32399-0771
.Y
LHJ/akd
cc: MCE
Sincerely,
eoZen�ceJo-;&��
.
Building Official
Building Codes and Standards
2555 SHUMARD OAK BOULEVARD D TALLAHASSEE, FLORIDA 32399-2100
Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 291.0781
Internet address: http://www.dca.state.fl.us
CRITICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANNING EMERGENCY MANAGEMENT HOUSING l COMMUNITY DEVELOPWNT
2796 Oveneas Highway, Suite 212 2555 Shumvd Oak Boulevard 2555 Shumud Oak Roulavard 2555 Shumm:trd Oak eoalevaid
Marathon, FL 33050.2227 Talltimm, F1.32399.2100 Tallalw M FL 32399-2100 Tallahawa, FL 323992100
(305) 2892402 (850) 4862356 (850) 4134969 (1130)1&67956
H.R.1-1 INSPECTORS
-flans Examinei•-
W David Arnold W. DAVID ARNOLD
AR00135581M01)O 51 a r c h i t e c t
voruand7WOet__- - -
- Eustis, Florida 32726 - ---
HRH Inspectors
Attn: Bob Harvey
Re: Ted's Sheds, Inc.
Plan #'s 20100-R1
18505-R3
18503-R3
18502-R3
18392-R4
FBC 2007 CODE UPDATE
06-41
05-68 (2006)
05-67 (2006)
05-66
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-72 Compliant
AGENCY APPROVAL
These prints comply with the Florida Manu-
factured Building Act of 1979 Construction
Codes and adhere to the following criteria.,
Plan # Ofrr aS-Gd�o6 47�y_LyaS-�
Const. Type
Occupancy S
Allowable No.
of Floors
Wind Velocity 15-0
Hre Rating of D
i-Xt. Walls
Floor Load 4-�
Approval pate
&��
(352) 357-5807 1 (352) 357-8416 fax / wa20D-earthlink.net / AR13558
HR.H. INSPECTORS
71544T" AVE. E.
ELLENTON, FL. 34222-2434
PEION& 941-729-9789 FAX 941-722-7856
CELL 941-704-3936
------------- ---- -- --- ----- P-MAIL--lnsucct0l8ftrearthlirn
PLAN #S 05-61/66/67/68/06-41
PLAN TRACKING# S 18392 -R4/18502 -R3/18503 -R3/18505 -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)
Harold R. Harvey
Mur -1300
SMI -18
H.R.H. Inspectors
Too's SHOD'S INC.
H.R.H INSPECTORS
-Plans Examiner -
W. David Arnold
AR0019554�P%0000"
Plan* e?! G / Date 2 (�tfoJbs
273-pG8
C zNrmful, NOTES
L THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2004 EDITION
OF THE FLORIDA BUILDING, CODE (P.BCJ. WIND LOADING, DESIGNED IN
ACCORDANCE WITH ASCE-1-02.
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE NTH THE ABOVE
CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF
MANLFACTURE
5. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIFEN510N5.
4. EXTERIOR DIMENSIONS CAN VARY BETHM4 LIMITS SIiOHMR AT V OL, BUT
MEMBM SPACING, SHALL NOT EXCEED LIMITS AS INDICATED.
S. LUMBER USED FOR CONS'TRUGTION OF THIS WLDIN5 SHALL BE AS
FOLLOWS.
FLOOR JOISTS 2x4 5.Y" 12% TO 15% MOISTURE CONTENT
2X4 5.TPA 2 12% TO 15% MOISTURE CONTEND,
2X6 S.YPAS in To 15% MOISTURE CONTENT
2X6 6.YP.02 12% TO 15% MOISTURE CONTENT
STUDS 2x4 SPF.02 12% TO 15% MOISTURE CONTENT
ROOF RAFTERS 20 SPF.02 IZ% TO I" M0157m CONTENT
2X6 SPR02 1236 TO 15% MOISTURE CONTENT
6. ALL THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED SKIDS, FLOOR
JOIST AND 9' T t 6 FLY WOOD FLOOR DECKING.
1. RAFTERS DESIGNED TO SUPPORT Pao PSFJ t W20 FSF) = 90 PSP
TOTAL LOAD
6. NAILS FOR ROOF SHALT. BE GALVANIZED RING SHAW:.
4. FOR ROOCS WITH A SLOPE OF 20 TO 12 UP TO 4.0 TO 12 SHALL HAVE A
DOUBLE UNDER AYMENP APPLICATION IN ACCORDANCE WITH SECTION
15012b OF F,B.G. 2004
SHEST LIST TABLE
5HEET NUMBER
SHEET TITLE
CA
COVER SHEET
AA
FLOOR AND FRAMING, PLAN
A-2
DETAILS AND CHARTS
A-3
SECTIONS AND CHARTS
A-4
DETAILS
A-5
EJDWAIJ- DETAILS
A-6
ENDWALL DETAILS
A-1
HEADER DETAILS
A-0
DETAIL5
ct350 LAREDO AVENUE
FT. WER5, FLORIDA 331-105
MASTER PLANS
OF
5TANDARD TYPE 5HE05
ELECTRICAL NOTES
I. mmi AIR CONDLTIONIN6 i5 INSTALLED IN TH15 EUILDMG,, IT SHALT. BE THE
RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WIRE AND 514EAKER SIZES FOR ACTUAL HVAC
WITH INSTALLED ALL WIRING, TO BE IN ACCORDANCE WITH THE NATIONAL
ELECTRIC CODE LATEST EDITION.
2. FLEXIBLE CONDUIT FOR LIGHT FDMRES.
9. EACH CARCUIT 15 TO HAVE CONTIWOUS SOLID COPPER INSULATED 6ROUND
PAWCONNECTED TO BQUPM3tT GROUND BAR IN THE MAIN DISTREUTION
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE GROUNDED
TO MINIMUM 10'-0' COPPER CLAD EA1tfH'DRIVEN ROD WITH GROUNDING
CLAMP AftRDVED FOR DIRECT BURIAL.
5. ALL. CONWIr TERMINATIONS OF 1' OR LARGER ARE TO HAVE PLASTIC
INSULATED BUSNNG5,
6. ALL ELECTRICALL, WORK 15 TO BE IN ACCORDANCE MATH THE NATIONAL
ELECTRICAL CODE (HEC), LIFE SAFETY CODE (NFPA IOU, LATEST EDITIONS.
1. HVAC EGIAPMENT SHALL BE PROVIDED NTH READILY ALCEGGIBIE
DISCONNECTS ADJACENT TO THE EGUIPMENT SERVED, A LIMIT SWITCH WITH
A MARKED "OFF' POSITIO14 THAT 15 PART OF THE HVAC EQUIPMENT SHALL
BE PER14ITTM AS THE DISCONNECTING MEANS ONLY WHERE OTHER
DISCONNE0,11145 MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE
CIRCUIT BREAKER.
6. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING
OF THE MAIN BREAKER MUST 13E DESIGNED AND VERIFIED AS WN6 IN
COMPLIANCE WITH SEC.110-q OF THE NEC BY A LOCAL ELECTRICAL
COWALTANT.
9. THE MAIN ELECTRICAL PAHNL, FEEDERS, POM R HOOKUP TO BUILDiSS
(INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS,
GR WING, ETC) 15 PE5LGNED BY OTEiEf74 SITE INSTALLED, SUBJECT TO
LOCAL JIRISDICTION APPROVAL,
10. ALL KERS TO SNTOHES AND OIRLETS TO BE e12 THEM SOLID GREEN
SITE INSTALLED IT
NOTE THAT THIS UST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND
MATERIALS TRAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL 517E
RELATED ITEMS ARE SUB.CLT TO LOCAL JURISDICTION APPROVAL.
1. THE COMPLETE FOUTOA71ON SUPPORT AND TLE -DOM SY57EK
2. RAMPS, STAIRS, AND GENERA!. ACCESS TO THE BULDING.
3 ELECTRICAL SERVICE HOOKUP ONCLDDING FEEDERS) TO THE EVILDIN6.
D5AM QRSIVRIA . (r-sc 20C
I. RIND VELOCITY 151
2 WIND WORTANCE FACTOR
S. BUILDING CATEGORY
4. KND EXPOWRE
5. INT. PRE5a E COEFFICIENT
6. arta LRE CLASSIFICATION ENt
1. COMPONENTS AND CLADDING
- WALL LOAD (ZONE M4) -41
- WALL LOAD (ZONE +5) -5t
ROOF LOAD (ZONE M)) -3
- ROOF LOAD (ZONE OW -5
- ROOF LOAD (ZONE a9) -0'
6. FLOOR DESIGN LIVE LOAD
FLOOR DWSN DEAD LOAD
9. ROOF DESIGN LIVE LOAD
ROOF DESI6H DEAD LOAD
10. WALL CM16K DEAD LOAD
II, C MTRL)GTION TYPE
12, BUILDING OCCUPANCY -L"59
15. THE CONTRACTOR MIST COMPLY KTI
EDITIONS OF THE FOUVIM CODES,
FLORIDA BUIL.PINS CODE
- FLORIDA MECHANICAL GODS
FLORIDA PLUM131NO CODE
- FLORIDA ACCE551BILITY CODE
- FLORIDA EXISTING SULDING CODE
- FLORIDA RM AND GAS CODE
FLORIDA FIRE PREVENTION CODE
NATIONAL ELEGTRLC CODE
THESE FLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND 6U5T OF 190
a
Ad
i!
I
ail
a
Ad
SHED MAXIMUM LMTHS
7x4 VIE
I�
Ili
SHED WIDTH
NO OPENINGS
2'
ENDNALL OPENINGS,
3' 4'
5'
6'
8'
4'-0" 18'
NA
NA NA
NA
NA
NA
5'-0" 24'
NA
NA NA
NA
NA
NA
6'-0" 28'
20'
14' 10'
NA
NA
NA
ILO" 34'
24'
20' 14'
NA
NA
NA
8'-0" 38'
30'
24' 20'
14'
10'
NA
101-01 46'
38
34' W.
24'
20'
10'
II' -O" So'
44'
40' 34'30'
24'
14'
II' -8" 50'
46'
42 38'22
28'
IB'
13b" SO'
50'
48' 44'
38'
34'
24-
13,-81 50'
50'
1 50' 1 46' 1
42'
1 38' 1
28'
NOTE, NA" THAT SIZE OPENING PILL NOT 5E ALL ON D ON THE ELOYIAI.LS OF A SKED MOTH THAT KUM
ELECTRICAL
S9'MBOLS
NOTE:
ALL ELECTRICAL EQUIPMENT 5140M 15
AND LOCATIONS MAY VARY.
DUPLEX REGEPTAGLE I20V Io
INCAN DESCENT LIGHT
KITH' DESS -601"1 a"OPTIONAL
01 JUNCTION BOX
SWITCH
16" TO 24' 2x4 5.Y,P. #2
,�— TOP PLATE
L
7x4 VIE
I�
Ili
I6" TO 24"
RIM JOIST 51ZE AND 6RADE
SAME A5 FLOOR J015T USED
OPENING. SEE 511 MALI... I'
(2) 2x4 OR 2) 2x6SEE
P.T. 5.Y.P. #2 SKIDS
3/4" T46 PLYW00DOOR HEADER AILS j
4-5HEET
CHART #
A-2
SECTIONS KITH
1
i
! it
SLOPE
F11
1
�
LOCATION
1 I
DOUBLE
RAFTERS
2x4 P.T. OPENING. SEE 51D
1
SOLE PLATE DOOR HEADER D
294
OR 2x6
5 Y.P.
#2
AT ENDWALLS
RAFTER5
5EE CHART
03
ON SHEET
A-2
RIDGE
SLOPE
6'-0" TO 50'-0"
2x4 OR 2x16
J015 P.T. AT [I
16" OR 24 O.G. 1
PfYPIr. M
SEE GHARI
SHEET A-2
6'-0" TO 50'-0" P.T. S.Y.P. #2 SKID5
NOTES,
SEE GHART THIS SHEET FOR MAX. LEGTH5 ALLOWED
�
I. ANY BUILDING OVER 100 50. FT. WILL BE 2x6 FLOOR JOIST.
2 FLOOR FRAMING PLAN ,!
Wbf11Ci1
Ib
MAX. LEGTHS
7x4 VIE
I�
Ili
I6" TO 24"
RIM JOIST 51ZE AND 6RADE
SAME A5 FLOOR J015T USED
OPENING. SEE 511 MALI... I'
(2) 2x4 OR 2) 2x6SEE
P.T. 5.Y.P. #2 SKIDS
3/4" T46 PLYW00DOOR HEADER AILS j
4-5HEET
CHART #
A-2
SECTIONS KITH
1
i
! it
2x4 OR 2x16
J015 P.T. AT [I
16" OR 24 O.G. 1
PfYPIr. M
SEE GHARI
SHEET A-2
6'-0" TO 50'-0" P.T. S.Y.P. #2 SKID5
NOTES,
SEE GHART THIS SHEET FOR MAX. LEGTH5 ALLOWED
�
I. ANY BUILDING OVER 100 50. FT. WILL BE 2x6 FLOOR JOIST.
2 FLOOR FRAMING PLAN ,!
Wbf11Ci1
Ib
MAX. LEGTHS
7x4 VIE
/ WALL 5
3', 4', 5', 6'SHN6I
OPENING. SEE 511 MALI... I'
3/4" T46 PLYW00DOOR HEADER AILS j
FLOOR DECKING SEE VARIOUS WALL
SECTIONS KITH
1
SEE VARIOUS END AND &ARAaE DO R. R
WALL SECTIONS F' VERTICAL WALL I?
VERTICAL WALL STUD LOCATION
r
LOCATION
1 I
3', 4', 5', 6' SWIN6XAIL' R
2x4 P.T. OPENING. SEE 51D
SOLE PLATE DOOR HEADER D
6'-0' TO 501-0"
ALLOWED
SEE GHART TH15 SHEET FOR MAX. LEGTHS ALLGrED SEE GHAR7 THIS SHEET FOR
OPTIONAL ELECTRIC TO EACH—/I I
ROOF FRAMING PLAN UNIT FIELD CONNECTED FROM FLOOR PLAN A
3 �N.TSr EXISTING FOYER SOURCE TO UNIT ...Kng,
THESE FLANS WERE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF 150 M.P.H. 1!i
SHEET
I^-1
AT 16' O.O. L15E (2) H3 OR
AT 24' 04, USE (2) MA
mymOLID PER
WqwinmRS
SPEWFIGATM
INN ON 1714 711F0117-ril-T-Ij
LW
'Auhmm •-�
SKID TO FLOOR JOIST
59CTION,
t)uftrl tr - 1'-V*
s MY"WO
INS
R 2X6 P.T.
fLOORJ%ST
NOTE, USED ON EVERY WALT.
-7 -T STUD To CONNECT WALL TO
ROOF AND HALL TO FLOOR
VAWEE
P MIK.
20 (WAGE 6ALY. SM STRAt TYPICAL
V411140.131"@ OR 0162 41
6WHAILS EACH END END OF
STRAP. SEE BU OPENIN&
APPROPRIATE DETAIL FOR
WANTITY OF NAIL l7OOR 14EAVER-
CONTINUOUS OVER
2 SPANS MIN.
ROOF AM 51DINS
ALUMINUM PANEL
w u
A . 5
ROOP RAFWA CHART
24" OZ.
4 t1
WOOL.
YaRAKER SIZE
m
RAFTER SIZE
4`-O` 2x4 S.Y.P. #2
1
4? -0' 2X4 S.Y.F. 02
51 -al 2x4 S.Y.P. #2
5'-0" 2x4 S.Y.P. #2
-0
&'' 2x4 S.Y.P. #2
61-0* 2X4 S.Y.P. #2
JLO" 2X4 S.Y.P. #2
18 GUA6E GALVANIZED STEEL
/41 T*O PMOOD
WITH (I?) -10d COMMON NAILS
101-W 2x4 S.Y.P. 02
ON JOISTS AND STUD WAILS
2x6 S.Y.P. #:2
LY512
III -a, 2x6 S.YP, #2
CORNER TWIST STRAP
13'-O' ?x6 2X6 S. . YF. 42
METAL
2x4 OR 2X6 P.T.
W -W 1 2X6 S.Y.P. #2
S.Y.P. FLOOR JOIST
INN ON 1714 711F0117-ril-T-Ij
LW
'Auhmm •-�
SKID TO FLOOR JOIST
59CTION,
t)uftrl tr - 1'-V*
s MY"WO
INS
R 2X6 P.T.
fLOORJ%ST
NOTE, USED ON EVERY WALT.
-7 -T STUD To CONNECT WALL TO
ROOF AND HALL TO FLOOR
VAWEE
P MIK.
20 (WAGE 6ALY. SM STRAt TYPICAL
V411140.131"@ OR 0162 41
6WHAILS EACH END END OF
STRAP. SEE BU OPENIN&
APPROPRIATE DETAIL FOR
WANTITY OF NAIL l7OOR 14EAVER-
CONTINUOUS OVER
2 SPANS MIN.
ROOF AM 51DINS
ALUMINUM PANEL
w u
A . 5
ROOP RAFWA CHART
24" OZ.
13 0° 2x6 ATI'lowl"
WOOL.
YaRAKER SIZE
m
RAFTER SIZE
4`-O` 2x4 S.Y.P. #2
1
4? -0' 2X4 S.Y.F. 02
51 -al 2x4 S.Y.P. #2
5'-0" 2x4 S.Y.P. #2
-0
&'' 2x4 S.Y.P. #2
61-0* 2X4 S.Y.P. #2
JLO" 2X4 S.Y.P. #2
w 2x4 S.Y.P. #2
V-0. 2x4 S.YP. #2
V-0. 2x4 S.Y.P. #2
101-W 2x4 S.Y.P. 02
70 2x4 5YP #2
77
2x6 S.Y.P. #:2
111-0" 2X6 S.Y.P. #2
III -a, 2x6 S.YP, #2
W -W 2x6 S.Y.P. 02
13'-O' ?x6 2X6 S. . YF. 42
15;-0', 2X(7 5.YP. #2
1 -IV-w I 2X6 S.Y.P. #2
W -W 1 2X6 S.Y.P. #2
THME FLAN5 WERE DESIGNED IN
16RAPe, I A 1 13
LUC,
13 0° 2x6 ATI'lowl"
11
I 12x6 AT lb* OR 24" O.C. 1 1 5'"122333
Ed
ROOF R.#PTM SW LAYOUT
CHART
)ROANCE WITH THE 2004 FLORIDA BUILDING COVE FOR A THREE SECOND 6115T OF 150,MP.H.
m
2x4 S.Y.P. 02
TOP PLATE
I" WIDE 20 GA. (MIN) STRAP
NIH 0.131' x 2-1/2" GUNNAIL5
SEE CHART FOR QUANTITY
I' NIDE 20 GA. (MIN} STRAP
NIH 0.191' x 2-1/2" 6UNNAIL5
SEE CHART FOR QUANTITY
20 S.Y.P. •2 VERT. HALL.
STUD 16' O.C. OR 24' O.G.
3k 0.131 NAIL FROM PLATE TO
JOIST BELON AT 16" O.G.
5/4T46 PLYWOOD
5HEATHIN6
2x4 OR 2x6
FLOOR JOIST
2X4 OR 2xb
RIM J015T
BEND STRAP AND NAIL INTO
FLOOR J015T IF NECESSARY
TO INSTALL ALL FASTENERS
WALL STUD TO RAFTER
AND FLOOR FASTENING
3 3ECtS(4N„.
MAX UTAI.L 6tUla LENGTH$ 90 NOTE CTIOa OFF HE 2004 FLORIDA BUILDL1qo AS PER 55r'TIoN NTABLE Ib043
6 CODE
5TUD GRADE
AND SPACING
WIND SPEED
MAX L ENGTH
IN IN0HE5
STUD
LENGTH
EXAMPLE
S.Y.P. H2 AT 24” O.G.
150 M.P.H.
119`
4'-11
W-11" STUD
1-1/2' TOP PLATE
1-1/2"801750M PLATE`-:
S.Y.P. M2 AT tb' O.G.
150 M.P.H.
13b"
tI' 4"
10'-2" WALL HEIGHT i
MU1M
TOP PLATE d BOTTOM PLATE MAY BE ADDED
TO STUD LENGTH FOR TOTAL WALL HEIGHT
MAX 5TUD LMITIS
CHART
N...—...—
UPLIFT 6TRAP NAILING SCHM U{.!3
N IXR OF WALLS EACH END OF STW OJ91'0 x 2.4-
SHED NLDH
WALL STUD SPACEING
24" O.G. 16" OL.
4'-O'
5 4
5'-O'
6 4
6'-O•
8 5
6'-O"
10 7
101-0"
12 6
111-0'
14 t0
W-8•
14 t0
13'-0"
17 U
19'-8"
17 II
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA
FOR HE6HF 'H'
SM CHART BELCH
it
955 i TRU59 PLATE '
BOTH 51DE5 hYP) '' I
2x4 OR 20
S.YP. 02 RAFTER
2x4 9.Y.P. 02
R
ll R
r
UE
COLLAR SC�HEDSt1La
IE
OL06. wm 'H' OK)
6' 6" hH.
I
w n• "K
I
W A!m )'-a• n" NM.
214 SYR 52
SHEDS
w AND t!' -D' tY tM
ER THEN 0' I.9L.L
O
s
6
*
tv
VERT, E LAI.).
51W 16"04.
14MD
NOT NEWCOLLAR 'Ig
•
OR 24' OG
'
I
2x4 P.T. S.YP. 02
314'T40 PL.YWCOD
SOLE PLATE
51EATHM
G
1
t'
(3J 9x4 OR (2) 2x6 6
P.T. 5.YP. 02 SkID6 2
� n
cRoss_�ctioN
SGALEx 1/4" = 1'-0'
CODE FOR A THREE SECOND 6UST OF 150 M.P.H. ; it
R
ll R
r
UE
DBL.TRU55ES
AT ENDWALLS
2x4 S.Y.P. #2
TOP PLATE —
I°HIVE 20 6A (MIN) STRAP —�j h I
WITH 0.131",P x 2-1/2° GUNNAILS J�I��I fel//
SEE DETAIL AND CHART #3
SHEET A-5 FOR QUANTITY
SERE M7AJLI a5 A-22
CORNER P05T 5EE---CORNERANCHOR
DETAIL #2 A-4 DETAIL
SCALE. B' - I' -Q'
DEL.TRU5SE5
AT ENDWALLS
2x4 5.Y.P. 02
TOP PLATE —
I" WIDE 20 &A. (MIN) STRAP
WITH 0.131"op x 2-1/2' GUNNAIL5
SEE DETAIL AND CHART N3
SHEET A-3 FOR QUANTITY
CORNER POST SEE
DETAIL 42 A-4
CORNER ANCHOR
n ALTERNATE DETAIL
�ALE, 9" - 1-O'
2x4 S.YP. #2 VERT. WALL
STUD 16' O.G. OR 24' O.G.
1 1p
31A 0.131 NAIL FROM
PLATE TO JOIST
BELOW AT VOL.
3/4° T4 PLYWOOD
SHEATHING
2x4 OR 2xb
FLOOR J015T
2x4 OR 2x6 20 GA. x 1-1/4' WIDE STRAP
RIM JOIST FASTENED WITH 0) — 0.131"0 x
2-112" GUNNAILS
am au am nc a�
11/4' &ALV. STRAP RUN FROM
ANCHOR TO FLOOR JOIST AND
FASTENED TO FLOOR JOIST
ANCHOR STRAP
3 SCALE,
3-1n^
PLYWOOD SPACER
MON CONTIN10U5)
CORNER OF BUILDING
2 DEtAIm I' -o•
IN
PLY),WD WACM
IKON GDN(IN1oV5)
�I
is
I -I/1' hVJ'
DOOR HEADER 1 I
g CTION � G
i
�i
THESE PLANS WERE DE51ONED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE 5ECOND 60T OF 150 M.P.H.
SHEET
AW4
3'x5' TP16S RATE -
ON BOTH SIDES TYP)
5ff HEADER
DETAIL
2x4 S.Y.P. 02- III
TOP RATE
2x4 P.T.
02 SOLE
("x8.20 WAGE STRAPS
FASTENED WITH (2) -
0.131'0 x 2-1/4' 61,14 ILS
EACH END OF 5TRAP
I I'
I I
I I
� I I
I
THESE FLAN5 WERE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA MWIN6 GORE FOR A THREE SECOND GUST OF 150 M.P.H•
SHEET
A-ro
WINDOW SIZE VARIES FROM 21'
KHX N SIZE VARIES FROM 27'
I'
I;
I
TO 36' VERTICAL DIMEN51ONS
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