HomeMy WebLinkAboutShed Plansl
DESIGN CRITERIA
I. WIND VELOCITY
160 M.P.H.
2. BUILDING CATEGORY
I
3. WIND EXPOSURE
C
4. INT. PRE55URE COEFFICIENT
10.18
5. ENCLOSURE CLASSIFICATION
ENCLOSED
6. BASED ON HEIGHT
15 FEET
1, OVERHANG
NO
8. FLOOR DESIGN LIVE LOAD
50 PSF
FLOOR DESIGN DEAD LOAD
4 PSF
Q. ROOF DE51GN LIVE LOAD
20 P5F
ROOF DESIGN DEAD LOAD
1 P5F
10. WALL DESIGN DEAD LOAD
3 P5F
II. TYFE
B
(C��O�N5MOTION
12. EUILDING OCCUPANCY =
L'i
13. FIRE RATING EXT. WALLS
0
14. ALLOWABLE NUMBER OF FLOORS 1
15. THE CONTRACTOR/MA%FACTIRER MU5T
COMPLY WITH THE FOLLOWING
CODES AND
ALL OF THERE AMENDMENT5/5UPPLEMENTS.
- FLORIDA BUILDING CODE
2010
760 WE5TBROOK ROAD
HIGKORY, KY 42051
ARN SHED PLANS
160 MPH
STATE OF FLORIDA
o
SHEET
LIST
SHEET NUNBER
SHEET TITLE
C-1
COVER 5HE T
WIND LOADING
G-2
---_--
0-3
NOTES
6-4
FASTENING 5GEDIAE
FASTENING 50EDULF
G-5
- G-b --_
FASTENING 5CW_VWE
A-1
_
FLOOR FRAMINS PAN
A 2 __._.....--
- A-3
FLOOR DECK PLAN AND
ELEVATIONS
ENDKALL FRP.MIlYi
A-4
A-5
ENDKALL FRAMING
-- 51DBOa FRAMING, -
DETAILS, AND %EARKALL
CHART
DETAIL5 _.._
A-6-
A-7
A 8
DETAIL5 -----
----_--DETAILS
THE5E PLAN5 WERE DESIGNED IN AGGORDANCE WITH THE 2010 FLORIDA EYJILDING GODE, SUILDIN6
7HOM4ep ,4, DIXON, P.E. UJEATHER KING PORTABLE BUILDINGS
BARN WOOD SHED PLAN
ALP 30631 M50 19034 K5P 21198 -'XON ENGINEERING, INC. 160 WE5TBROOK ROAD
r„ (,P 21542 NGP 035985 CAP 034311 5Tid ERAL EMIWMW, AND IILPECTION - COA 8195 HICKORI , rY 42051
Wit 01193b TX# 104353 MP# 40905 10410 MAIN STREET 866-911-6440
PAP OT9009 VAP 045593 THONOT05A55A,FL 33592
�TNP 112161 PLO 34222 VOICE: 813-982-1&S5 FAX: 813-482-2306 �— COVER SHEET
TfW
O. STA E OF
,�i S•'• R '
�. S/ ' C
rJ1811M t
AREA FORM APPROVAL STAMPI
_plan No.
+•FIod BY:..:: -------- •f-4-F�8�--.-�__�._.....
RfcYnrA L, Bu�rllgaB
Ido ar 15nl1ding Plaza i'.xetaln^' F1aN 4 Co Ketoaee,M rg,:
Net p%nt on file fAt ND! iU 4111WO s
did REVISED"
WMkp at pant forDOPR
Thar, -,Into comely wllh tW
Florida Manufact— Old.
AN and adapted Codes and
Adhere to the follow[!- Critor 1p;
const"mmon Typo
oct1ManCY_
A0owo6le P Hoo __L_
NTnd Ve/oelry I
Fria Rennp W Ext. Walla j
Plan a Fit( '.6 )1
ANow. Floor L_ -5_6
Mrnl. k, l..o, /rWl Apprevat of tn4 MI dom
Audwriza of Apm" any I)aat~
From the reptnr nIA of appk4b*
state Levw
2 JDA 10/11/12 CHANGE WALL
FRAMING TO 5PF 42
1 JDA cl/18/12 CHANGE FLOOR J015T
AND WIND EXPOSURE
EV BY DATE DE5GRIPTION
79 GU5T OF 160 MPH.
*
�f ¢
Z `
DATE:
04/09/12
DRAWN BY:
GEB
CHECKED BY:
TAD
51-ALE:
A5 NOTED
W.O. NO,
526-011
SHEET
C-1
i OF I
C/
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1 �Y Plan No. _S2(v•o//
Richard L. limbeh
owwttg Plena ftwifter hlorm. Ctrwk ft Shim
�f� a 3 2 3 3 Q2 3
2 JDA 10/II/12 CHANGE WALL
FRAMING TO SPF #2
WIND LOAD COMPONENT AND CLADDING WIND LOAD COMPONENT AND CLADDIN6
WALL PRE55URE DIAGRAM ROOF PRE55LIRE DIAGRAM I JDA 9/18/12 GHANSE FLOOR J015T
AND WIND EXP05URE
`ti`�llllll3�r�r REV BY DATE DESCRIPTION
THOSE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDIN6 19,4 � , GUST OF 160 MPH.
7,'rH®�I�l� �e DIXON, P.E. WEATHER KING PORTABLE BUILDINGS *; * : DATE. 04/09/12 SHEET
BARN MOD SWV MAN 2 `o ti�� DRAWN BY- GEB
AL# 30631 M5# 19034 KS# 21'" DIXON ENGINEERING, INC. 160 WESTBROOK ROAD pPR
SG# 2T592 NG# 035985 GAM 034311 STfC A W. Ei51I MW Ald71NiPEtTWN - GOA 8N5 HICKORY, KY 42051 ' 9 ST E- OF—GNECKEO BY, TAD L
WV# 011936 TX# 104353 MD# 40905 10410 MAIN STREET 866-977 6440 ' O a ��� SCALES AS NOTED VVV
PA# 019009 VA# 045M3 THONOTOSASSA, FL 35M2
TNN 112161 FL# 34222 VOICE. 813-Q82-9885 FAX. 813-982-230b WIND LOADING ��i;SS��;; , F ,���� W.O. N0. 526-011 2 OF 14
GENERAL NOTES
I. THIS STRUCTURE WAS DESIGNED IN IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE,BUILDING (F.B.C.)
2. ALL MATERIALS AND LABOR SHALL BE IN AGGORDANGE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE,
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
4. THE FOUNDATION PLAN 15 A SEPARATE SET OF PLANS FOR APPROVAL BY LOCAL MUNICIPALITIES.
5. EXTERIOR DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN AT 2' O.G. BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED.
6. ALL THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED IN ACCORDANCE WITH AWPA USE CATEGORY UG413 (GROUND CONTACT, HEAVY DUTY), SKIDS
1. ALL THE FOLLOWIN6 LUMBER SHALL BE PRE55URE TREATED IN AGGORDANGE WITH AWPA USE GATE6ORY UG3B (EXTERIOR ABOVE GROUND, UNCOATED OR POOR
WATER RUNOFF). FLOOR JOISTS, PLYWOOD FLOOR DECKING, AND EXTERIOR RATED WOOD STRUCTURAL PANEL SIDING.
8. LP TOPNOTGH 5UB-FLOORIN6 W32" MAY BE USED IN LIEU OF PRE55URE TREATED PLYWOOD FLOORING.
q. P.T. PLYWOOD FLOORING NOT REQUIRED WHERE THE BOTTOM OF THE FLOORING 15 OVER 18" ABOVE GROUND SEGTION.2304.11.2.1 FBG 2010.
10. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRE55URE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED (6165) OR STAINLESS STEEL.
11. ALL WINDOWS WITHIN 24" OF DOORS, AND ALL GLASS IN DOORS SHALL BE SAFETY, TEMPERED, OR ACRYLIC PLASTIC, SHEET.
12. FOR ROOFS WITH ASPHALT SHINGLES AMC) A SLOPE BETWEEN 2 TO 12 AND 4LAND
LL HAVE A DOUBLE NT APPLIGATION AS REQUIRED IN
ACCORDANCE WITH SECTION 150"1.2.8 OF THE 2010 F.B.G. 2
13. UNDERLAYMENT SHALL CONFORM WITH SECTION 1501.2.3 (ASPHALT SHINGLES501.4.5 (METAL ROOF PANEL) OF THE 201D F.B14. ASPHALT SHINGLES SHALL CONFORM WITH SECTION 1501.2.5 OF THE 2010 F.BACHMENT OF ASPHALT SHINGLES 5H�Gf_N� WITH 1501.2.1 OF THE 2010
F.B.G.
15. FASTENERS FOR ASPHALT SHINGLES SHALL CONFORM TO SECTION 1501.2.6 OF THE 2010 F.B.G.
16. TIE -DOWNS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES.
11. THESE PLANS HAVE NOT BEEN DESIGNED FOR HVHZ REQUIREMENTS AS SET FORTH IN THE 2010 F.B.G. OR FOR USE A5 A COMMERCIAL BUILDING.
16. THE CONTRAGTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING GONDITIONS.
Iq. THE CONTRACTOR SHALL BE RE5PON51BLE FOR DELIVERY AND PLACEMENT OF LAWN STORAGE UNIT TO INSURE THE INTEGRITY OF THE BUILDING AND ITS
COMPONENT PARTS.
20. NO FIELD REV1510N5 TO ANY STRUCTURAL COMPONENTS OR DEVIATIONS FROM THESE DRAWINGS SHALL BE MADE.
21. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLE55 THE ENGINEER FROM AND AGAINST ALL LIABILITY CLAIMS, DAMAGES, LO55E5 AND EXPENSES
INGLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS OR OMISSIONS IN THE PERFORMANCE OF THE WORK BY THE CONTRACTOR.
22. SECTIONS AND DETAILS ON THE DRAWINGS ARE INTENDED TO BE TYPIGAL AND SHALL APPLY AT ALL 51MILAR'LOGATION5, UNLE55 OTHER 5EGTION5 AND DETAILS
ARE 5PEGIFIGALLY REFERENCED. i t
23. REFER TO SUPPLIED FASTENING SCHEDULE FOR FASTENING BASED ON GONNEGTION AND LOCATION OF MEMBERS AS PER 2010 FLORIDA BUILDING CODE TABLE
2304.q.1 UNLE55 NOTED OTHERWISE.
24. BUILDINGS HAVE BEEN DESIGNED FOR LP 5MART51DE PREG15ION PANEL 51DIN6, LP 5MART51DE PRECISION LAP SIDING SHALL NOT BE USED.
25. FASTENERS IN LP 5MART51DE PRE015ION PANEL SIDING MUST NOT BE INSTALLED IN PANEL SIDING GROOVES IN THE FIELD OF THE PANEL SIDING OR WHEN THE
PANEL SIDING GROOVES OCCUR AT GUT EDGES OF THE PANEL SIDING.
26, REFER TO THE 100-ES EVALUATION REPORT E5R-1301 FOR ADDITIONAL DATA AND SPECIFICATIONS OF LP 5MART51DE PRECISION PANEL SIDING.
21. MAX OPENIN65 WIDTHS MUST COMPLY WITH DESIGN RATIOS A5 PER AN51/AF4PA 50PWS-2008. BUILDINGS HAVE BEEN DESIGNED TO HAVE ONLY OPENINGS WITH
MAX WIDTHS EQUAL TO TH05E IN THE ENDWALL SHEAR WALL CHART.
28. AS PER SECTION 553.1100)(h), FLORIDA STATUTES, STORAGE 5HED5 THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 120
5QUARE FEET OR LE55 ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WIND-BORNE-DEBRIS-IMPAGT 5TANDARD5 OF THE FLORIDA BUILDING CODE. IN
ADDITION, SUCH BUILDINGS THAT ARE 400 SQUARE FEET OR LE55 AND THAT ARE INTENDED FOR USE IN GONJUNGTION WITH ONE -AND -TWO-FAMILY RE5IDENGE5 ARE
NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2q. BUILDIN65 HAVE BEEN DESIGNED TO HAVE ANCHORS DIRECTLY ATTAGHED TO ALL FOUR GORNER5 OF THE BUILDING TO RE515T TEN51ON FORGES FROM LATERAL
WIND LOADS. THIS DE516N CONSIDERATION MUST BE MADE BY INSTALLER WHEN ATTAGHING ANCHORING SYSTEM TO BUILDING.
30. UNLE55 NOTED OTHERWISE, ATTAGH ALL MANUFACTURED PRODUGT5 IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
Plan
RlcbaM 1.. Sulloc4
unllding Pleas Enminm DTodda Cot4lkaf 9Skt
NOTE: 51TE INSTALLED ITEMS
THIS BUILDING 15 NOT DESIGNED FOR HUMAN HABITATION AND DOES NOT NOTE THAT TH15 LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND
HAVE RUNNING WATER SANITATION SERVICES. THIS BUILDING IS MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL
DESIGNED AS A UTILITY SHED TO STORE LAWN EQUIPMENT SUCH AS SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDIGTIDNAL APPROVAL.
WHEEL BARROWS, GARDENING SUPPLIES, FLOWER POTS, AND I. THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN SYSTEM.
CARDBOARD BOXES WITH VARIOUS SMALL ITEMS. 2. RAMPS, STAIRS, AND GENERAL ACCESS TO THE BUILDING IF NECESSARY.
3. GUTTERS AND DOWN 5POUT5 ON ALL BUILDINGS WITH EAVES OF LE55 THAN
6 INCHES HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES. `��i�uuUl/4q,
2
JDA
10/11/12
CHANGE WALL
FRAMING TO 5PF #2
I
JDA
q/18/12
FLOOR
AND HIND EXPOSURE
AND HIND
REV
BY
DATE
DESCRIPTION
THESE PLANS WERE DE51GNEb IN
ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDIN6 Ft� �'� GUST OF
160 MPH.
TH®M14� 14. DIX®N, P.E.
WEATHER ICING PORTABLE BUILDINGS
DARK HOOD %El? PLAN
60 YESTBROOK ROAD
KY 42051
Hbb-q-n-6440
*: : .*:
? a y
' 9 ; S ATE O
'• T ��
DATE.
0410gA2
5HEET
C
3 OF 14
DRAWN BY.
GEB
ALN 30631 MSN 1g034 KSN 21K&
50 215g2 WA 03505 6AN 034311
WJN 011g36 TXN 104353 MON 4OgO5
PAN OIgOOq VAN 0455g3
TNN 112V FLN 34222
DIXON ENGINEERING, INC.
61R1GTlW1L 81611✓TIIN6 A'r1711Et ECTION - COA OltHICKORY,
10410 MAIN STREET
THONOTOSA55A FL 335,12
VOICE, 8I3-q82-g8B5 FAX. 813-q82-230b
CHECKED BY.
TAD
SCALE.
AS NOTED
NOTES
��i SSi:;:::'; GS��:O�
W.O. NO,
526-0II
PASTENING SCHEDULE
CONNECTION
FA5TENING11' k
LOCATION
22. WOOD 5TRUGTURAL PANELS AND
112" AND LE55 bd`•J
PARTIGLEBOARDI' SUBFLOOR, ROOF AND
2 3/8" x 0.113" NAIL'
WALL 5HEATHING (TO FRAMING)
1 3/4' lb GAGE'
15/32' TO 19/32" 8d COMMON (ROOFS IN 110-140
V_p MPH EXP "B")
51N6LE FLOOR (COMBINATION
19/32" TO 3/4" 8dd OR bd'
b INCH O.G. EDGES AND
SUBFLOOR-UNDERLAYMENT TO FRAMING)
2 3/5" x 0.113" NAIL'
INTERMEDIATE, 4" O.G. AT
2" 16 GAGE"
COMPONENTS AND
1/8" TO P 8d`
GLADDING EDGE STRIP w
ZONE 3
1 1/8' To 1 1/4" 'Odd OR 8de
3/4" AND LE55 Ede
1/8, To 1" 8de
I I/8' TO 1 1/4" 'Odd OR bd.
23. PANEL 51DING (TO FRAMIN(5)
112" OR LE55 bd
5/6" 8dr
24. FIBERBOARD 5HEATHIN69
1/2" NO. II GA6E ROOFING NAILh
bd COMMON NAIL (2" x 0.113")
NO 16 GAGE STAPLE'
25/3:� NO. II GAGE ROOFING NAIL'
8d COMMON NAIL (2 112" x 0.131")
NO 16 GAGE STAPLE'
AREA FOR APPROVAL ST
�y yz(,-dui
Rlehard L 11UHa 8
unudin3 plane Exem1w norlda Cor!lic00e 5U1P.%' 2
a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERN15E 5TATFD.
b. NAILS SPACED AT 6" O.G. AT ED6E5, 12" AT INTERMEDIATE 5UPPORT5 EXCEPT 6" AT SUPPORTS WHERE SPANS ARE 48" OR MORE. FOR
NAILIN6 OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALL5, REFER TO SECTION 2305 FBG. NAILS FOR
WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING.
c. COMMON OR DEFORMED SHANK ((7d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; IOd 3" x 0.148").
d. GOMMON (bd - 2" x 0.113"; 8d - 2 1/2" x 0.131"; IOd 3" x 0.148")
e. DEFORMED SHANK (bd - 2' x 0.113"; 8d - 2 1/2" x 0.131"; IOd 3" x 0.14b").
F. CORRO5ION-RE515TANT SIDING (bd - 1 1/8' x 0.106"; 8d 2 3/8" x 0.128") OR 6A51N6 (6d2" x 0.049"; 8d 2 112" x 0.113") NAIL.
9 FASTENERS 5PAGED 3" O.G. AT EXTERIOR ED6E5 AND 6" O.G. AT INTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL 5HEATHIN6.
5PAGIN6 SHALL BE 6" O.G. ON THE E136E5 AND 12" O.G. AT INTERMEDIATE SUPPORTS FOR NON5TRUGTURAL APPLICATIONS.
h. GORRO51ON-RE5I5TANT ROOFING NAILS WITH 7/I6" DIAMETER HEAD AND I In" LENGTH FOR in,, SHEATHING AND 1 3/4" LENGTH FOR 25/3"
5HEATHIN6.
1. CORRO5ION-RE515TANT STAPLES WITH NOMINAL l/I6" GROWN OR I' GROWN AND 1 I/4" LENGTH FOR 1/2' SHEATHING AND 1 1/2" LENGTH FOR
25/32" SHEATHING PANEL SUPPORTS AT 16" (20" IF 5TREN(5TH AX15 15 THE LONG DIRECTION OF THE PANEL, UNLE55 OTHERWISE MARKED).
JJ FOR ROOF 5HEATHIN6 APPLICATIONS, 8d NAILS (2 112" x 0.113") ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS.
k. 5TAPLE5 SHALL HAVE A MINIMUM GROWN WIDTH OF -1/16".
I. FOR ROOF SHEATHING APPLICATIONS, FASTENERS 5PAGED 4" O.G, AT ED6E5, 8" O.G. AT INTERMEDIATE 5UFP0RT5.
M. FASTENERS SPACED 4" O.G. AT E06E5, 8" O.G. AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL SHEATHING AND 3" O.G. AT ED6FS,
6" AT INTERMEDIATE SUPPORTS FOR ROOF 5HEATHIN6.
n. FASTENERS SPACED 4" O.G. AT E06E5, 8" AT INTERMEDIATE SUPPORTS.
����"111rrrrrrAr
"IOVE
to
JEJ)ATE.
2
CHANGE WALL
FRAMING TO 5PF #2
2
GHAT FLOOR J015T
AND WIND EXPOSURE
DESCRIPTION
THESE PLAN5 WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING Fd� �X 4E G1.15T OF 160 MPH.
TH®Mr4J ,4- DIXON, P.E. UJBATHER KING P� ORTAMEV BUILDINGS ?,t r � � DATE:
BARNALM 30631 M.0 I9034 K5# 21148 DIXON ENGINEERING, INC. -lbO I �5TEROOK ROAD ? 1 * �p RAWN BY
%# 21592 NOp 035485 6A# 034311 STWIM T3Y RMNb AW 1015GTION - OOA 8145 HICKORY, KY 42ON : 9 S TAT O F : �/ . BY.
WW4 OlI93b TX4 104353 MLA 40905 10410 MAIN STREET ftb-9T1-6440 ' O '• T ��� 5GALE.
PA# 019000 VAa 045593 THONOTOSA55A,FL 33592
TN# 1121b1 FLa 34222 VOICE, 813-Q82-9865 FAX, 813-982-230b PASTENING SCHEDULE WA. NO.
_ hnuu�
04/al/12
SHEET
VVV iRRRb////
b OF 14
GEB
TAD
AS NOTED
526-011
ENDAALL /� p. NOTE5:
/ i ` ELEVATION I ®N I. DOUBLE WALL STUDS SHALL BE FASTENED AS ^ `51DE WALLA
A-2 SCALE: 1/4" - 1'-0" PER FA5TENIN6 5GHEMLE PROVIDED / 2 ` ILIVATION
2. SEE 2/A-1 FOR CORNER STUD DETAIL.
3. FOR ALL FA5TENIN6 NOT SHOWN, SEE FA5TENING
SCHEDULE ON 5HEET5 G-4 THRU G-6
REFER TO SHEAR WALL CHART 3/A-5 FOR DIMENSIONING
2x4 5PF 02 DOUBLE 2x4 SPF R2
VERTICAL VERTICAL STUDS AT
5TUD5 AT 24" SIDING JOINTS TYPICAL
O.G. TYPICAL
NOTE: I I O
WINDOWS AND DOORS MAY BE LOCATED IN
EITHER ENDWALL. DOORS ARE PERMITTED TO I Q
BE IN BOTH ENDWALL5 IF REOUE5TED BY J-1
o
GU5TOMER
OPTIONAL WINDow
�v LOCATIONS
-2x4 SPF M2
BOTTOM PLATE
/\ T
n ��O®R D�GK P1.�4N
E
DOUBLE TRU55E5
AT ENDWALL5
SEE DETAIL 3/A-1
SLOPE
PRE-ENGINEERED
TRU55E5 AT
24" O.G.
RIDGE
(
SLOPE
1� IT
NOTCHED 2x8 SPF
R2 TOP PLATE
Plan No. S 2G 4• //
Rl,haM 1, Bullock
linllding Plane ar midw }lorlda Coria"t, smg_r"
a
2 JDA 1 10/11/12 6
HAN6E WALL
FRAMING TO 5PF R2
1 JDA 1/18/12 CHANGE FLOOR JOIST
AND WIND EXPOSURE
EV BY' I DATE I DESGRIPTION
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING FZtJt�'fl , GU5T OF 160 MPH.
tH®M,4:� A. DIX®N, P.�,
WEATHER KING PORTABLE BUILDINGS
*:
DATE.
o4/al/Iz
SHEET
AL R 30631 MSR 1Q034 K5R 21198
SCR 21542 NGR 035985 GAR 034311
AXON ENGINEERING, INC.
51FEJGTIRAL EN61N33iINb Ab711EPFCTION - LOA 8N5
bO AESTBREARN p� ROAD
HICKORY, KY 42051
_ (
Q CTA
^ p �, OF .•fit/ `
DRAWN BY:
GE%W 13Y:
GEB
TAD
A /�
11 2
WVR O11Q3b TO 104353 MDR 40405
10410 MAIN STREET
866-971 6440
�i� '• o ��
50ALEe
A5 NOTED
!!!'"���111
PAR 0190M VAR 045:A3
IN" 112161 FLR 34222
THONOT05A550, FL 33592
VOICE. 813-9B2-9885 FAX: 813-982-2306
FLOOR DECK PLAN AND ELEVATIONS
���i`rS ••"•a'"•••N�;o��
W.O. NO.
526-011
8 OF 14
L
u V-0" BARN 5HED
ENDWALL
n ELEVATION
A-3 SCALE. I/4" = 1'-O'
ENDWALL WITH 5'-0" DOOR
ELEVATION
A-3 SCALE, 1/4" = I'-O"
ENDWALL WITH WINDOW
ELEVATION
ENDkz7
-11
n ELEVATION
\A-S SCALE. 1/4" = I'-0"
8'-O° BARN SHED —
ENDWALL WITH 3'-0° DOOR
n ELEVATION
A-3 SCALE: 1/4' = 1'-0.
R.O.
10-0" BARN SHED `
ENDWALL WITH WINDOW
ELEVATION
A-3 SCALE. 1/4" = I'-O"
SEE NOTE 2 ON THI5 SHEET
8'-0° BARN SHED
ENDWALL WITH 4'-0" DOOR
n ELEVATION
A-3 SCALE I/4" = 1'-0°
� SEE NOTE 3 ON THI5 SHEET
AREA FOR
/O �/ / b Plan
Rickard L' Bullock
Bnilding Plana Bmminer k1oclde (*fAkate.%1M
'Ij
NOTES:
I, SEE NOTES ON SHEETS A -I, A-2, AND SECTION I/A-5
FOR ANY INFORMATION NOT SHOWN.
2. SEE SHEET A-7 FOR TYPICAL HEADER FASTENING
2
JDA
10/11/12
GHANGE WALL
REQUIREMENTS FOR ALL OPENING WIDTHS
FRAMING TO 5PF B2
10-0° BARN SHED 10-0° BARN SHED
3. OUTER SKID ON 10'-0" ONLY REQUIRED IF 2x4
ENDWALL WITH 5'-O" DOOR ENDWALL WITH 6'-O" DOOR
FLOOR JOISTS ARE USED.
I
JDA
q/18/12
CHANGE FLOOR JOIST
y
�1 ELEVATION 10 ELEVATION
AND WIND EXPOSURE
A-3 SCALE. 1/4. - Ib" — A-3 SCALE: I/4° = I' O"
,tyrluulelrr4rr
REV
BY
DATE
DESCRIPTION
THE5E FLAN5 WERE DE5I6NED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING GODE, BUILDING ��
GU5T OF 160 MPH.
TH OMAS 14. DIXON, P.E.
WEATHER KING PORTABLE BUILDINGS
? *:
* a
ATE:
04/Oq/12
SHEET
BARN WOOD SHED PLAN
_
*
RAWN BY.
GEB
ALN 30631 WillIQ034 K5M 211gb DIXON ENGINEERING, INC.
SCA 275g2 NO 035gW GAIT 034311 SBO1G IRk EN59EE M AND INSPCGTIGN - GOA BIg5
160 WE5TBROOK ROAD
HICKORY, KY 42051
_
: 13.
�"
S TA E OF f 0/ �
CHECKED BY.
TAD
o�
WO O1lg36 TX# 104353 MDu 4OgO5 10410 MAIN STREET
666-977 6440
:o
Al'
SCALE.
AS NOTED
f�l
PAO 07gOOq VAd 045513 THONOT05A55A, FL 33512
TN" I12761 FL# 34222 VOICE. 813-q82-g885 FAX: 613-g02-230b
ENDWALL FRAMING
��i SSA • • •' ' — �O�
W.O. NO.
526 OII
q OF 14
rrnnrll
--
-- -
i
u u u u
II'-2" BARN SHED
ENDWALL
n E1.EVAtION
II'-2° BARN SHED
ENDWALL WITH 6'-0° DOOR
� ELEVATION
A-4 5GALE: 1/4" = 1'-0"
II'-2" BARN SHED
ENDWALL WITH WINDOW
n ELEVATION
A-4 5CALE: 1/4" = 1'-O°
W-2" BARN SHED
ENDA&L WITH T-O" DOOR
ELEVATION
II'-2" BARN SHED
ENDWALL WITH 5'-O" DOOR
n ELEVATION
A-4 SCALE: 1/4" = 1'-0"
--E NOTE 2 ON THI5 SHEET
FOR APPROVAL STAMPS
3 / 17-
BnBdtgg Plena Itmmintt 4latde �,��
Y�tEM':
NOTES:
I. 5EE NOTE5 ON 5HEET5 A -I, A-2, AND 5EGTION I/A-5
FOR ANY INFORMATION NOT 5HOWN.
JDA
10/11/12
GRANGE WALL
2. 5EE 5HEET A-1 FOR TYPICAL HEADER FA5TENIN6
FRAMING TO 5PF N2
REQUIREMENT5 FOR ALL OPENING WIDTH5
JDA
q/18/12
CHANGE FLOOR J015T
JL
AND WIND EXP05URE
,,ebr
BYE
DESCRIPTION
THESE PLANS WERE DE516NED IN ACCORDANCE WITH THE*2010 FLORIDA BUILDIN5 CODE, BUILDING FFi
GUST OF 160 MPH.
,
WEATHER KING PORTA5LE BUILDINGS
BARN WOOD SHED PLAN
•'' `"�
ATE.
04/09/12
SHEET
D N BY:
GEB
ALO 30631 M5p 1gO34 K5# 211g8
5Cp 215g2 NG# 035g85 6Au 034511
DIXON ENGINEERING, INC.
STMTWA EWAR ERIN6 AND INSPECTION - 60A 8145
160 YESTBROOK ROAD
HICKORY, KY 42051
p ;
x1 ,° ATE-- O
: O!
CHECKED BY.
TAD
w
W# O11g36 TO 104353 MDN 40g05
10410 MAIN 5TREET
866-977-6440
' O '
��
SCALE:
AS NOTED
PA# OlgOOq VAN 0455g3
THONOT05A55A, FL 335g2
�� S ..,"�fl ,.+
TN" 112161 FL# 34222
VOICE, 813-g82-g885 FAX, 813-CI82-2306
ENDWALL FRAMING
r S/
,��
l� ��
W.O. NO:
526-011
10 OF 14
W32" TI-II SIDING
A-8
OR
3/8" LP 5MART5IDE
PRE-ENGINEERED
PRE0151ON PANEL SIDING.
TRU55
SEE SHEAR WALL TABLE
/ 1
3/A-5 FOR NAILING
1
PATTERN AT ENDWALLS.
5/8" P.T. PLYWOOD DECKING
NAILING FOR SIDEWALLS
2, P.T. FLOOR JOISTS O
SHALL USE 8d NAILS
—
COMMON OR DEFORMED
m
AT b" O.G. EVERYWHERE i
WHEN TOTAL OPENING
WIDTHS IN SIDE WALL
It
ARE LE55 THAN (2/3) OF
TOTAL LENGTH OF 4X6
P.T. 5YP #2 OUTSIDE 4Xb P.T. 5YP #2
SKID
STANDARD ON 10'-O" SKIDS ALL
I S�Ct I ON
A-5 SCALE: 1/4" - 1'-O'
v
N0TE5.
I. SEE NOTES ON SHEETS A -I, AND A-2 FOR ANY INFORMATION NOT 5H0WN.
2. SEE FASTENING SCHEDULE FOR ALL FASTENING NOT NOTED ON THIS SHEET
(Z klpMU 144 FRAMING
A 5 SCALE: 1/4" = 1'-0"
SHIARWAI.aal... CHART
BUILDING
WIDTH
OPENING
WIDTHS IN
ENDWALL
MAX LENGTH OF BUILDING
Iq/32" TI-III
5/5" LP
5MART5IDE
PANEL
I'-q 3/4"
24--0"
24'-0"
3'-0"
4'-0'
5'-0'
10'-0'
I'-cI 5/4"
50'-0"
30'-0"
5'-0"
II'-2'
I'-q 3/4"
33'-15"
33'-b"
- - -
N0TE5.
I. I11/32" TI-11 SHALL BE FASTENED USING 8d COMMON OR DEFORMED NAILS AT b"
O.G. IN FIELD AND 3" 0.6, ALONG ALL PANEL EDGES.
2. 3/8" LP 5MART51DE PRECISION PANEL SHALL BE FASTENED USING 8d COMMON OR
DEFORMED NAILS AT 6" O.G. IN FIELD AND 3" O.G. ALONG ALL PANEL EDGES.
3. WINDOWS AND DOORS MAY BE LOCATED IN EITHER ENDWALL. DO0R5 ARE
PERMITTED TO BE IN BOTH ENDWALLS IF REQUESTED BY CUSTOMER. LIMITATIONS
ON THE TOTAL OPENING DIMENSIONS SHALL BE BASED ON THE SHEAR WALL
HEIGHT TO WIDTH RATIO OF 35:1 AND SHALL NOT EXCEED (2/3) OF TOTAL LENGTH
OF BUILDING, FOR NAILING IN 510EWALL SEE SECTION I/A-5
�5HHEAAR^WALL
/ 3 � V19M+IRt
A-5 SCALE, N.T.S.
Ii
THESE PLAN5 WERE DESIGNED IN ACGORDANGE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING Qp
"''tpv
tH®M►4S
DIXON, P.M.WEATHER
KING PORTABLE BUILDINGS
= *i
14.
BARN HOOD SHED PLAN
AL# 30631 MS# Ig034 KS# 2119E 1
DIXON ENGINEERING, INC.
160 Y✓ESTBROOK ROAD
= 9
5G# 215g2 NG# 035A86 GA# 0343111
5WRRAL 136IN MIE, A10INSPECTION-WA8115
HICKORY, KY 42051
,
l/ STATE
WV# 011g36 TX# 104353 MOO 40g05 j104f0
MAIN STREET
86b-q11-b440
PA# OTg00g VA# 0455A3
TN# 112761 FL# 34222
THONOT05A55A,FL 335g2
VOICE. WA82-A885 FAX, 813-q82-230b
31DEWALL FRAMING, DETAIL&, AND S.W. CHART
., s� ••:
�� S •.! R
AREA
PIM No. �SZii_C
NI¢kaM L. Bullock
RUHdI"g flans EAa,.lne F,,Me C.,,S'.0
Cl
2 1
JDA
1 10/11/12
GHANGE WALL
FRAMING TO 5PF #2
I
JDA
q/18/12
CHANGE FLOOR JOIST
AND WIND EXPOSURE
REV
BY
DATE
DE5GRIPTI0N
GUST OF 160 MPH.
DATE,
04/0q/12
SHEET
/�
1Y,
1- 5
11 OF 14
DRAWN BY,
GEB
GHEGKED B
TAD
.SCALE,
A5 NOTED
W.O. NO.
526-011
STUDS
(2) 2x4 OR (1) 2x6 P.T.
PLYWOOD
2x FLOOR JOIST IN
5.Y.P, #2 RIM JOIST W/
DECKING
1/2" NOTCH W/ (3)
0.131"m x 3° GUNNAILS AT
0.131 x 3" TOE
b" 0.6, 5TA66ERED,
NAILS EACH SIDE
MEMBER 51ZES BASED ON
OF J015T INTO
BUILDING WIDTHS. SEE
SKID. FOR
I421A-I FOR MEMBER SIZES
ATTACHMENT TO
4xb P.T. SKID
SKID WITHOUT THE
(1) 2x FLOOR J015T W/ 0.131" 0
BOND
NOTCH SEE DETAIL
x 3" NAIL AT 6" O.G. INTO
I/A-8
BRIDGING AND (2) 0.1314' x 3"
NAILS TOENAILED INTO SKID.
MEMBER 51ZE SAME AS RIM
SKID JOIST
J015T
yTo
I DE 1 I�i
GONT. 2x4 HORIZONTAL
A-b SCALE: I-I/2° = I' O°
BRIDGING EACH END W/ (5)
0.13141) x 3" NAILS INTO SKID
NOTES.
I. SEE NOTES ON SHEETS A -I, A-2, AND SECTION I/A-5
FOR ANY INFORMATION NOT 5HOWN HERE.
2. SEE FASTENING 5GHEDULE FOR ALL FASTENING NOT
NOTED ON THIS SHEET.
a
3 112" 1/2" FLITCH PLATE
I/2" 2" ATTACH BOTTOM 1/2"
MEMBER OF
HEADER U51N6 I I/2"
I6d NAILS AT 8"
O.G. TYPICAL
f�Y
m
� m
WINDOW DOOR
HEADER HEADER
3 DETAIL 4 DETAIL
A-6 50ALE: 3" = 1'-0' A-b SCALE: 9 • 1'-0°
2x SPLICE
CONNECTOR
gG
0o0000 00000 BELOW
00000 0000CONTx PLAN VIEW
TOP PLATE PRE ENGINEERED
ABOVE TRU55ES
�{
GONTINUOL15 2x
m m TOP PLATE
nnnnnnminn noonminnmi — :
48" LONG 2x
SPLICE
CONNECTOR
STUDS SPLICE LOGATION Z(10) IOd NAILS
EACH 51DE OF
ALTERNATE SPLICE
TOP PLATE SPLICE
2 DETAIL
A-b SCALE: 1-1/2" = 1'-0
x6"x0.036"
GALVANIZED
STEEL PLATE
OR EQUIVALENT
NOTES.
I. 3" x 6" x 0,036" PLATE OR EQUIVALENT SHALL BE FASTENED TO EACH
WALL OR 5E6MENT OF WALL BY (b) 8d NAILS OR EQUIVALENT, PROVIDED
THE RAFTERS, JOISTS OR TRU5SE5 ARE CENTERED OVER THE 5TU05 WITH A
TOLERANCE OF NO MORE THAN I" PER 2308.q.2.1 OF F.B.C.
u
THESE PLAN5 WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING I,$
THOMAS 14. DIXON, P.E. WEATHER KING PORTABLE BUILDINGS
BARN WOOD SHED PLAN
ALA 30631 1450 14034 K5X 2II98 DIXON ENGINEERING, INC. 160 WESTBROOK ROAD
5Cp 215g2 NG# 035gB5 GAM 034311 57MTM EWANIPM AID IfffEGTION - GOA 61g5 HICKORY, KY 42051 % x
IWO 011g36 TX# 104353 H0# 40005 10410 MAIN STREET 666-411-6440 �<
PA# OlgOOq VAb 045A3 MWTOSA95N FL 335g2
THM 112161 FLO 34222 VOICE. 813-q82-g885 FAX: 813-qb2-2306 DETAILS
FOR
31 1zn
Richard L, Bullock
Unllding Mao. Enh,x Florid.
2 JDA 10/11/12 GHAN6E WALL
FRAMING TO 5PF R2
1 JDA 4118/12 CHANGE FLOOR JOIST
AND WIND EXPOSURE
EV BY DATE I - DE56RIPTION
GUST OF 160 MPH.
DATE: 04 SHEET
� DRAWN BY. GEI3EB
CNEUED BY: TAD
SCALE. AS NOTED
W.O. NO, 526-011 12 OF 14
BOTTOM —
PLATE CONT.
WALL STUD
FLOOR J015T
RIM J015T J
WALL TO RIM J015T
I
DEtAI�
A-7
SCALE. 1-1/2" = I'-O'
ENDWALL
WALL
SIDE WALL
5TUD5
EXTERIOR
WALL
SHEATHING
If
CORNERCONNECTIONi NNEGTION
q))SCALE,
1-1/2' = I'-0--
DOUBLE PRE-ENGINEERED
TRD%E5 WITH 1/2' FLITCH
PLATE AT ENDWALLS
ONLY
EXTERIOR
51011,16
NALL 5TUD
DOUBLE TRU65
n DE7AIL
A- I SCALE: I I/2" = I'-0°
2x4
FLAT
WINDOW SILL
4 DEtAIL.
A-7 SCALE, N.T.S.
(3) 0.148"4) x
° o
3" GUNNAILS
o °
EACH END OF ENDWALL HEADER
HEADER (b) 0.148"� x 3'
6UNNAIL5 EACH
END OF HEADER
a°
ENDWALL HEADER
(4) 0.148'm x 3"
GUNNAILS EACH
END OF HEADER
WINDOW HEADER
b D tE 14IL
A- T SCALE, N.T.S.
DOOR HEADER
,n DEt�41L
A-7 SCALE. N.T.S.
Ir
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, BUILDING sol"'
tH®MAS 14. DIXON, P.E.
WEATHER KING PORTABLE BUILDINGS
BARN HOOD SHED PLAN
76o PC57BROOK ROADSCR21592
*:
FSTATE
ALR 30631 M.A 1g034 KSR 211g0
DIXON EN6INEERING, INC.
NCR 035410 GAR 034311
07193b TXR 104353 MDR 406105
51PDLVX EWANEMN5 AND NEFECTION - GOA 8145
10410 MAIN STREET
HICKORY, KY 42051
666 9 I7 6440
: p :WJR
PAR 01g00g VAR 045S5
TNR 112761 FLR 34222
TNONOTOSASSA,FL 33542
1 VOICE. 813-g62-g665 FAX- 613-N62-2306
DETAILS
u
FOR
ro 3/f p-
1
iWdtug Maps Rx8®In°c Ft.M,
If
2
1 JDA
1 10/11/12
GRANGE WALL
FRAMING TO 5PF R2
I
JDA
g/18/12
CHANSE FLOOR J015T
AND WIND EXP05URE
REV
BY
DATE
DESCRIPTION
GUST OF 160 MPH.
-
DATE,
04/04/12
SHEET
A
Li
11��11
13 OF 14
DRAWN BYt
GEB
CHECKED BY,
TAD
SCALE,
A5 NOTED
W.O. NO.
526-0II'
.T. J015T
-4X6 P.T. SKID
®' `6' LONG 2x4 SPLICE BLOCK 3'
EACH SIDE OF SPLICE ON
EACH SIDE OF SKID FASTENED
SIMP50M H-3 ON EXTERIOR WITH NAILS I I
SIDE OF EACH SKID ATTACH STAGGOEE RED TOP AANND BOTTOM
W/ (4) 8d x 1 112" NAILS EACH END OF GLIP
ASTM D 1156 GLA55 H OR
051MP5ON
MT516 W/ (1) IOd
NOTES,
I. SEE NOTES ON SHEET A-2 AND SECTION
A5TM D 3161 GLASS F ASPHALT
x 1 112" NAILS IN EACH
ON SHEET A-5 FOR ANY INFORMATION
SHINGLES OVER APPROVED
END OF THE STRAP FOR
NOT SHOWN HERE.
UNDERLAYMENT, METHOD OR
8'-0" WIDE AND 10'-0"
2. SEE FASTENING SCHEDULE FOR ALL
DE516N A5 DE5GRIBED UNDER
WIDE AND HT516 W/ (8)
FASTENIN6 NOT NOTED ON THI5 SHEET.
GENERAL NOTES 12 THRU 15 ON
en2
IOd x 1112" NAILS IN
3. ANY MANUFACTURED PRODUCTS SHALL
SHEET G-3. OPTIONAL 2q
GAUGE METAL ROOF PANEL
EACH END OF THE STRAPSPEGIFIGATIONS.
BE INSTALLED PER MANUFACTURERS
INSTALLED PER MANUFACTURESFOR
II'-2" WIDE AT EACHINSTALLATION
INSTRUCTIONS dSTUD
TO RAFTER
OVER SHEATHING
/I 0.5.8. 5HE T tt,16---
LINF OF 8'-O" AND 10'-0"
ATTACHED U511,16 8d COMMON
WIDE TRU55
NAILS AT 6" O.G. EVERYWHERE
METAL DRIP
EDGE
(2) 0.1310 x 3" NAILS I I NOTCHED TOP
INTO EACH RAFTER
4X6 P.T. 5KID
GE BLOCK 3'
'LICE ON
:ID FASTENED
1/2"
AND BOTTOM
APPROVAL
Plan No�26 v/I
MAW L. liuU&a
9u11ding Plena Exeminn MOM. C.*W.,. gg�P tb
i
STUD
2
JDA
10/11/12
GHANGE WALL
FRAMING TO 5PF N2
BARN TOP PLATE
I
JDA
q/18112
CHANGE FLOOR J015T
AND WIND EXPO50RE
A-8 5GALE. I-112" = Ib"
����j1111'I�r r
REV
BY
DATE
DESCRIPTION
THESE PLANS WERE DE516NED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING GODS, BUILDING F��Fi
, 6U5T OF 160 MPH.
tH®M,4�J 14. DIX®N, P.E.
WEATHER KING PORTTABD 5HEDPLE+BUILDINGS
-160 P✓ESTBROOK ROAD
HICKORY, KY 42051
' q11 b
_ r
= -p .
:9 ;
* �
u7 � - V
AT E 011 -
��
DATE.
0410g112
SHEET
11 8
^
14 OF 14
ALN 3063T f45N 1g034 K5N 211gI3
51,N 215C12 NGN 035g65 GAN 034311
W # 01113b TO 104353 MON 40905
PAN OlgOOq VAN 0455g3
TNN 112161 FL# 34222
DIXON ENGINEERING, INC.
STROglRA1 EMpf %AW VfiGTION - GOA bIg5
10410 MAIN 5TREET
THONOT05ASSA FL 335g2
VOICE, 813-qB2-gbb5 FAX, 813-qb2-230b
DRAWN BY.
GEB
GNEGKED BY,
TAD
SCALE,
A5 NOTED
DETAILS
� SS " R �G��
W.O. NO.
526-011