THESE PLANS l-'iERE DESIGNED IN ACCORDANCE l-'iITH THE 2015 INTERNATIONAL BUILDING CODE, BUILDING FOR A THREE SECOND GUST OF 160 MPH.

COOK F'Of:<iA6J-E U;A~E~OU&E~100 DOUGLAS STREETVALDOSTA, GA 31601

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BUILDING CODE

SHEET

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SECTION ~ DETAIL

ROOF SECTIONS

DETAILS

DETAILS

DETAILS

DETAILS

COVER SHEET

HIND LOADING

NOTES

FASTENING SCHEDULE

FASTENING SCHEDULE

FASTENING SCHEDULE

FLOOR DECK ~ FRAMINGPLANS

SHEARWALL TABLE

EXTERIOR ELEVATIONS

FRAMING ELEVATIONS

FRAMING ELEVATIONS

TEXAS CODES

LOUISIANA CODES

MISSISSIPPI CODES

A-I

C-I

C-2C-3

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A-4

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-INTERNATIONAL BUILDIN5 GODE - 2015Y'lITHSTATE AMENDMENTS

-INTERNATIONAL BUILDIN5 C-ODE - 2015Y'lITHSTATE AMENDMENTS

-INTERNATIONAL BUILDIN5 GODE - 2015Y'lITHSTATE AMENDMENTS

&~==i !,.I&iSHEET NUMBER I SHEET TITLE

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T~OMA~ A, OIXON, F=>.E.

OE&Ia,N C!=eliEj;2IAI. Y'-lINDVELOCITY 160 M.P.H.2. BUILDING CATEGORY IB. Y'-lINDEXPOSURE C4. INT. PRESSURE COEFFICIENT t 0.185. ENCLOSURE CLASSIFICATION ENCLOSED6. BASED ON HEIGHT 15 FEET1. OVERHANG NO8. FLOOR DESIGN LIVE LOAD 40 PSF

FLOOR DESIGN DEAD LOAD 4 PSF'I. ROOF DESIGN LIVE LOAD 20 PSF

ROOF DESIGN DEAD LOAD 1 PSF10. Y'-lALLDESIGN DEAD LOAD B PSFII LOFT UNINHABITABLE LIVE LOAD 20 PSF12. SNOY'-lLOAD 20 PSFlB. CONSTRUCTIONTYPE '1B14. BUILDING OCCUPANCY: U15. FIRE RATING EXT. Y'-lALLS N/A16. ALLOY'-lABLE NUMBER OF FLOORS I11. THE CONTRACTOR/MANUFACTURER MUST

COMPLY Y'-lITHTHE FOLLOY'-lINGCODES ANDALL OF THERE AMENDMENTS/SUPPLEMENTS:- INTERNATIONALBUILDINGGODE- 2015- NATIONAL ELECTRIC CODE - 2014- NFPA 101LIFE SAFTEY GODE - 2015

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PRESSURE DIAGRAMS

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BUILDING DATA

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BUWINGCATEGORY

(TJlSLE 1.5-1 ASCE 7-10)

DE SlGU WINO lOADS. 't'VINDOWS. DOORS, COMPOtlENTS AUD ClADDl1Hi

WIND EXPOSURE CATEGORY C

DESIGN WIND lOADS -I.lWfRS UETHOO 1 Et'CLOSEO BUILDING S H S fiO'

Notes:

1 For effectlveare as between those give n show the load may be Interpolated. otherwise use the 1480assodau dwith the Iowerefteaive area

2 Plusar;d minussignssignify preiSures acting toward and away1romthe -surlac~. respec.tively.3. P~ssu~ ••.shown are applied normal to the surface

4. Refertopress.ure 20nE.'dit:I£ramsprovided forc.orrespondine 2a)nes.5. Roofframingmembi!:fsshall be d~igned to resist the l1et uplift aesign pressures spedtied.E. ~oof'c.overings. finishes, etc. shall be designed fortne full negative design pressure.

7. Desi,n pressures -shown sh31l be multiptied by its approptlate lolid case tattortrom anide lA.! of ASCE].10when performin~dt:siG" onstructlJral elements of building.

Noti!s;

t For etrecth!e ~aas between ttlose.gt.en aoove the load may ee lnterpol<ted, d.hEll'Mse IJsetne lOadassocl3l:eo Nth the lcwer electIVe area,

2. The I03a patl!fTlS ShoM!; shall ~ :ilI-'lJllleato each comet dttie IJ.UUaingi'I tim as the rere~nce comer. (Sl;e Figure 28.6-1)3 FortnedeSig"l dthe caseS t.lW'FRS useS= (Jl!.

4. Plus and O'irIJs sigls siglify j:l"essures 3djngtow~d and away fromth& ~O)ected SUlfJCes. r:spec1l'.;el!'.

:. Where.::.o~ E or G f<'ls on a roof overking OIl the wtlCfwa"d' side dthe buiding. use E:>;.;an:! Go,. for the J)"essll'e on the hoo:ontal

proJecti:ln 01 the owrtlarlg. Ovemanos !IIlne leewaro ana stde ed.O!!s shall n<m tJ'le casiczooe pressure applied.6. De$ign presures shOlo\o"nshalibe multipned by 1[5.approPrl.ate load case facrorttOl'n attide 1_4.101 A5CE 1-10

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DIXON ENGINEERING, INC.STRLt,llJRAL ENGINEERING AND INSPECTION - GOA 81QS10410 MAIN STREETTHONOTOSASSA, FL 335'12VOICE: BI3-GjB2-'1BB5 FAX: BI3-GjB2-2306

COOl<. i=OI=(TA6L.E WAI=(E~OU&E&GARDEN SHED

100 DOUGLAS STREETVALDOSTA, GA 31601

PHONE, 1-22'1-241-8805 ,

( WINO L.OAOIN~ ]

REV I BY

DATE:

DRA\!'lN BY:

CHECKED BY:

SCALE:

\!'l.o. NO:

DATE

6/2Cf/1l

CNO

TAD

AS NOTED

4%-011

DESCRIPTION

SHEET

0-22 OF IB

THESE PLANS ~ERE DESIGNED IN ACCORDANCE ~ITH THE 2015 INTERNATIONAL BUILDING CODE, BUILDING FOR A THREE SECOND GUST OF 160 MPH.

iFfOMAo A. DIXON, f=' .E. COOK F'Ol=Ci A61.E UJA~EI-IOU&E& DATE: 6/2Cf/1l II SHEETGARDENSHEDDRAWNBY: CNOALII 30631 MSIII'1034 KS1I211'18 DIXON ENGINEERING,INC. 100 DOUGLASSTREET

I 0-3SC#215'12 NO 035Cf85 GAil 034311 STRJK,TURALEN61NEERIN6ANDINSPECTION- GOA81% VALDOSTA,GA 31601 CHECKEDBY: TADY'WII 011'136 TX#104353 MDII40'105 10410MAINSTREET PHONE:1-22'1-241-8805SCALE: AS NOTEDPA#01'100'1 VAil 0455'13 THONOTOSASSA,FL 335'12 ( NOTE& ] 4%-011 II 3 OF 18TNII112161 FLII34222 VOICE:813-'182-'1885FAX: 813-'182-2306 w.o. NO:

GENERAL NOTESI. THIS STRUCTURE v-.lAS DESIGNED IN IN ACCORDANCE v-.lITHTHE 2015 INTERNATIONAL BUILDING CODE, BUILDING (J.B.C.)2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE v-.lITHTHE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF

MANUFAC TURE.3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.4. THE FOUNDATION PLAN IS A SEPARATE SET OF PLANS FOR APPROVAL BY LOCAL MUNICIPALITIES.5. EXTERIOR DIMENSIONS CAN VARY BETv-.lEENLIMITS SHOWN AT 2' O.c... BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED.6. ALL THE FOLLOv-.llNG LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH ArlPA USE CATEGORY UC4B (GROUND CONTACT, HEAVY DUTY): SKIDS,. ALL THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE v-.lITHArlPA USE CATEGORY UC3B (EXTERIOR ABOVE GROUND, UNCOATED OR

POOR WATER RUNOFF): FLOOR JOISTS, PLYWOOD FLOOR DECKING, AND EXTERIOR RATED WOOD STRUCTURAL PANEL SIDING.8. ALL FASTENERS AND CONNECTORS IN CONTACT V'-lITHPRESSURE TREATED V'-lOOD SHALL BE HOT DIPPED GALVANIZED (GI85) OR STAINLESS STEEL.Cf. ALL V'-lINDOWSV'-lITHIN24" OF DOORS, AND ALL GLASS IN DOORS SHALL BE SAFETY, TEMPERED, OR ACRYLIC PLASTIC SHEET.10. FOR ROOFS v-.lITHASPHALT SHINGLES AND A SLOPE BETv-.lEEN2 TO 12 AND 4 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN

ACCORDANCE V'-lITHSECTION 1501.2.8 OF THE 2015 I.B.C ..II. UNDERLAYMENT SHALL CONFORM rllTH SECTION 1501.2.3 OF THE 2015 I.B.C ..12. ASPHALT SHINGLES SHALL CONFORM v-.lITHSECTION 1501.2.5 OF THE 2015 I.B.c.... ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM rllTH 1501.2.1 OF

THE 2015 I.B.c....R13. FASTENERS FOR ASPHALT SHINGLES SHALL CONFORM TO SECTION 1501.2.6 OF THE 2015 I.B.c...14. TIE-DOV'-lNS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES.15. THESE PLANS HAVE NOT BEEN DESIGNED FOR HVHZ REQUIREMENTS AS SET FORTH IN THE 2015 I.B.C. OR FOR USE AS A COMMERCIAL BUILDING.16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS.11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY AND PLACEMENT OF LAriN STORAGE UNIT TO INSURE THE INTEGRITY OF THE BUILDING AND ITS

COMPONENT PARTS .18. NO FIELD REVISIONS TO ANY STRUCTURAL COMPONENTS OR DEVIATIONS FROM THESE DRAV'-lINGS SHALL BE MADE.ICf. THE Ov-.lNERAND THE CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER FROM AND AGAINST ALL LIABILITY CLAIMS, DAMAGES, LOSSES AND EXPENSES

INCLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS OR OMISSIONS IN THE PERFORMANCE OF THE v-.lORK BY THE CONTRACTOR.20. SECTIONS AND DETAILS ON THE DRAlAllNGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY AT ALL SIMILAR LOCATIONS, UNLESS OTHER SECTIONS AND

DETAILS ARE SPECIFICALLY REFERENCED.21. REFER TO SUPPLIED FASTENING SCHEDULE FOR FASTENING BASED ON CONNECTION AND LOCATION OF MEMBERS AS PER 2015 INTERNATIONAL BUILDING

CODE TABLE 2304.Cf.1 UNLESS NOTED OTHERlAlISE.22. BUILDINGS HAVE BEEN DESIGNED FOR LP SMARTSIDE PRECISION PANEL SIDING, LP SMARTSIDE PRECISION LAP SIDING SHALL NOT BE USED.23. FASTENERS IN LP SMARTSIDE PRECISION 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 CUT EDGES OF THE PANEL SIDING.24. REFER TO THE ICC-ES EVALUATION REPORT ESR-1301 FOR ADDITIONAL DATA AND SPECIFICATIONS OF LP SMARTSIDE PRECISION PANEL SIDING.25. MAX OPENINGS V'-lIDTHSMUST COMPLY V'-lITHDESIGN RATIOS AS PER ANSI/AF4 PA SDPlAlS-2008. BUILDINGS HAVE BEEN DESIGNED TO HAVE ONLY

OPENINGS V'-lITHMAX V'-lIDTHSEQUAL TO THOSE IN THE ENDV'-lALL SHEAR V'-lALL CHART.26. PER SECTION 160Cf.I.2 #3 OF THE IBC, STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 120

SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY lAlIND-BORNE-DEBRIS-IMPACT STANDARDS OF THE INTERNATIONALBUILDING CODE.

21. BUILDINGS THAT ARE 400 SQUARE FEET OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION lAllTH ONE-AND-Tv-.lO-FAMILY RESIDENCES ARE NOTSUBJECT TO THE DOOR HEIGHT AND lAllDTH REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE PER 1008.1.1 (SEE EXCEPTION 8).

28. BUILDINGS HAVE BEEN DESIGNED TO HAVE ANCHORS DIRECTLY ATTACHED TO ALL FOUR CORNERS OF THE BUILDING TO RESIST TENSION FORCES FROMLATERAL lAllND LOADS. THIS DESIGN CONSIDERATION MUST BE MADE BY INSTALLER lAlHENATTACHING ANCHORING SYSTEM TO BUILDING.

2Cf. UNLESS NOTED OTHERlAllSE, ATTACH ALL MANUFACTURED PRODUCTS IN ACCORDANCE lAllTH MANUFACTURERS SPECIFICATIONS.

DESCRIPTIONDATE

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~<? ~~:::* . *~- -== THOMAS ALAN DIXON ::= License No. 0037001 ~~ PROFESSIONAL ENGINEER :::~ Ul~ IN ~.f'-/ '?u f<,~ "

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OCCUPANCY NOTE:THISBUILDINGIS NOTDESIGNEDFOR HUMANHABITATIONAND DOES NOTHAVE RUNNINGWATEROR SANITATIONSERVICES.THISBUILDINGIS DESIGNEDAS AN ACCESSORYLAWNSTORAGESHEDTO STORELAWNEQUIPMENTSUCHAS WHEELBARROWS,GARDENINGSUPPLIES,FLOWERPOTS,AND CARDBOARD BOXESWITHVARIOUSSMALLITEMS.I. THECOMPLETEFOUNDATIONSUPPORTAND TIE-DOWNSYSTEM.

2. RAMPS,STAIRS,AND GENERALACCESSTO THEBUILDINGIF NECESSARY.3. GUTTERSAND DOWNSPOUTSON ALL BUILDINGSWITHEAVES OF LESSTHAN

6 INCHESHORIZONTALPROJECTIONEXCEPTFOR GABLE ENDRAKES.

SITE INSTALLED ITEMSNOTETHATTHISLIST DOESNOTNECESSARILYLIMIT THEITEMSOF WORKANDMATERIALSTHATMAY BE REQUIREDFOR A COMPLETEINSTALLATION.ALLSITERELATED ITEMSARE SUBJECTTO LOCAL JURISDICTIONALAPPROVAL.

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, kI LOCATION $'~O~~~~ ~~.... .....I. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" x 0.131") :::* . *~- -3 - 3" x 0.131" NAILS TOENAIL - -- THOMAS ALAN DIXON -- -3 - 3" 14 GAGE STAPLES - License No. 0037001 -- -- -2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" x 0.131 ") -::. PROFESSIONAL ENGINEER :::-:::. ....2 - 3" X 0.131" NAILS TOENAIL EACH END '/ tP.)\ IN ~ .$

2 - 3" 14 GAGE STAPLES -/ ~u; f(,~ ~////1 'CrURAL ENG\~~\\, ••..••..3. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" x 0.135") AT 16" O.G.

11111'UJJ' ,\\\\\3" x 0.131" NAILS AT 8" O.C. TYPICAL FACE NAILfIII~" rIl IU",•••3" 14 GAGE STAPLES AT 12" O.C. , S A ~tt' ~~ _' D/':t:..

~"o ~"4. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" x 0.135") AT 16" O.C. ~~ ~ ~Q f'ROJ:'~-S ,0 ~I~~. &/. HBRACED ~ALL PANEL 4 - 3" X 0.131" NAILS AT 8" O.C. BRACED ~LL PANELS tl ENmNEe" '\) ••4 - 3" 14 GAGE STAPLES AT 12" O.C. ::; r- ~

s ~5. TOP PLATE TO STUD 2 - 16d (3 1/2" x 0.162") l ~l.w~ ....Ii3 - 3" X 0.131" NAILS END NAIL ~ \. 19034 ~ I3 - 3" 14 GAGE STAPLES

(a~~0o/6. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" x 0.131") ~ Of: 'SS\"",~""Jl~lllll4 - 3" X 0.131" NAILS TOENAIL " _.... ~''\

3 - 3" 14 GAGE STAPLES ~ -- OF r "~ . f~'t.<f" .........€.~-f\,2 - 16d COMMON (3 1/2" x 0.162")

, C) ••' *....d' '.3 - 3" X 0.131" NAILS END NAIL 1*" ',.*1,,* ..*3 - 3" 14 GAGE STAPLES i...:..••..........•.......:....~

I. THOMAS A. DIXON I.1. DOUBLE STUDS 16d (3 1/2" x 0.135") AT 24" O.C. I.•••••••••••••••••••••••••••••••• ~. . .,3" X 0.131" NAILS AT 8" O.C. FACE NAIL 'f -0'" 1 0 4 3 5 3 ':'k '"~'. "!(i.",3" 14 GAGE STAPLES AT 12" O.C. " O~ •••!ICENS~~ ••'~«;.:''\ ~8S..........'t\~"-8. DOUBLE TO PLATES 16d (3 1/2" x 0.135") AT 16" O.C. \, IONAL~ _-",'",..•...•.-3" x 0.131" NAILS AT 12" O.C. TYPICAL FACE NAIL3" 14 GAGE STAPLES AT 12" O.C.

8 - 16d COMMON (3 1/2" x 0.162")12 - 3" x 0.131" NAILS LAP SPLICE12 - 3" 14 GAGE STAPLES

'1. BLOCKING BET~EEN JOISTS OR RAFTERS 3 - 8d COMMON (2 1/2" x 0.131")TO TOP PLATE 3 - 3" X 0.131" NAILS TOENAIL

3 - 3" 14 GAGE STAPLES

10. RIM JOISTTO TOP PLATE 8d (2 1/2" x 0.131") AT 6" O.C.3" X 0.131" NAILS AT 6" O.G. TOENAIL3" 14 GAGE STAPLES AT 6" O.G.

II. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" x 0.162")3 - 3" x 0.131" NAILS FACE NAIL3 - 3" 14 GAGE STAPLES

12. CONTINOUS HEADER (2) PIECES 16d COMMON (3 1/2" x 0.162") 16" O.C. ALONG EDGE

(CONTINUED)

REV BY DATE DESCRIPTION

THESE PLANS j,AjEREDESIGNED IN ACCORDANCE j,AjITHTHE 2015 INTERNATIONAL BUILDING CODE, BUILDING FOR A THREE SECOND GUST OF 160 MPH.

i~OMA~ A. DIXON, ~.E. COOK t=O~TA6L.E u.JA~E~OU&E& DATE: 6/2'1/11 SHEETGARDEN SHED

DRAV'lN BY: CNOAUI30631 MSlI 1'1034 KSlI 211'18 DIXON ENGINEERING, INC. 100 DOUGLAS STREET 0-4SClI 215'12 NClI 03SCl55 GAil 034311 5TRlJGnJRALENGINEERINGANDINSPECTION- GOA81QS VALDOSTA, GA 31601 CHECKEDBY: TAD!"N1I 011'136 TXII 104353 MDII 40'105 10410 MAIN STREET PHONE: 1-22Cj-241-8805SCALE: AS NOTEDPAll 01'100'1 VAll 0455'13 THONOTOSASSA,FL 335'12 ( i=A&TENINa &C~EOUL.E ) 4 OF 18TNlI 112161 FLlI 34222 VOICE: 513-'152-'1885 FAX: 513-'182-2306 It'W. NO: 4'15-011

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13. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" x 0,131") :::* . *~- -5 - 3" x 0.131" NAILS TOENAIL - THOMAS ALAN DIXON -- -- -5 - 3" 14 GAGE STAPLES - license No. 0037001 -- -- -14. CONTINOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" x 0.131") TOENAIL ~ PROFESSIONAL ENGINEER ~15. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" x 0.131") ~ tP)\ IN ~ S'

-/ 1>u f(,~ ~3 - 3" X 0.131" NAILS TOENAIL ////1VrllRAL E~G\~~ \\",3 - 3" 14 GAGE STAPLES

11111iU~J"\\\\\16. I" DIAGONAL BRACE TO EACH STUD AND 2 - 8d COMMON (2 1/2" x 0.131") 1111" Z V"""PLATE 2 - 3" x 0.131" NAILS FACE NAIL .",~p'-S A. ~

3 - 3" 14 GAGE STAPLES Iro''''' ~" &"1'-11. BUILT-UP CORNER STUDS 16d (3 1/2" x 0.135") 24" O.C, If ENGINEER ~ \.- "l3" x 0.131" NAILS 16" O.C. -.J r ~

s ~3" 14 GAGE STAPLES 16" O.C.\ ~_I18A. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" x 0.1'12" 32") O,C. FACE NAIL AT TOP AND ~~19034 ~IJ..I~;..~ o/l~3" x 0,131" NAIL AT 24" O,C. BOTTOM STAGGERED ON

( ~~~,~~\SS\;'f,f'3" 14 GAGE STAPLE AT 24" o.c. OPPOSITE SIDES\1lJl """-'lr...~"'"2 - 20d COMMON (4" x 0.1'12") \~ ~ ",FACE NAIL AT ENDS AND AT . . -- OF T \\3 - 3" x 0.131" NAIL /t ;- .........£.t \,

EACH SPLICE .-....'*....~d' •3 - 3" 14 GAGE STAPLE ~ ..•. ....', .' ..*'11'1.COLLAR TIE TO RAFTER 3 - 10d COMMON ( 3" x 0.148") ~ : ..*....:...................... :....~

4 - 3" X 0.131" NAILS FACE NAIL I. THOMAS A. DIXON I.4 - 3" 14 GAGE STAPLES ~ •••••••••••••••••••••••••••••••• iI. 0 . ~'t ,0() .'. 1 435 3 If;l: ~20. ROOF RAFTER TO 2-BY RIDGE BEAM 2 - 16d COMMON (3 1/2" x 0.162") • ~ .'. l. ~ •••!i;,t O~••••!CENS~•••••~«;.:'3 - 3" X 0.131" NAILS TOENAIL OR FACE NAIL '\ ~.s'S....•.•.• ~~~-3 - 3" 14 GAGE STAPLES \\ IONA\.€ _-\\''',....-..-

21. JOIST TO BAND JOIST 3 - 16d COMMON (3 1/2" x 0.162")4 - 3" x 0.131" NAILS FACE NAIL4 - 3" 14 GAGE STAPLES

(CONTINUED)

REV BY DATE DESCRIPTION

THESE PLANS ~ERE DESIGNED IN ACCORDANCE ¥'lITH THE 2015 INTERNATIONAL BUILDING CODE, BUILDING FOR A THREE SECOND GUST OF 160 MPH.

i~OMA~ A. DIxON, ~.=. COOK !='O~TA6L.5 UJA!=::5HOU&5& DATE: 6/2'1/11 SHEETGARDEN SHED

DRAl-iN BY: CNOALII 30631 MSIII'1034 KSII 211'18 DIXON ENGINEERING, INC. 100 DOUGLAS STREET C-SSCII 215'12 NCII 035'185 GAIl 034311 STRUCTURALEN61NEERINGANDINSPECTION- GOA81q5 VALDOSTA, GA 31601 CHECKEDBY: TADroMl 011'136 TXII 104353 MDII 40'105 10410 MAIN STREET PHONE: 1-22'1-241-8805

SCALE: AS NOTEDPAIl 01'100'1 VAil 0455'13 THONOTOSASSA,FL 335'12 ( I=A&T5NINa: eCH50UL.5 (CONT) ) 5 OF 18TNII 112161 FLII 34222 VOICE: 813-'182-'1885 FAX: 813-'182-2306 l-i.o. NO: 4'15-011

THESE PLANS ¥'lERE DESIGNED IN ACCORDANCE ¥'lITH THE 2015 INTERNATIONAL BUILDING CODE, BUILDING FOR A THREE SECOND GUST OF 160 MPH.

T~OMAo A. OIXONI ~.=. COOK F'OIiiCTA61.5 WAIiiCEHOU&E& DATE: 6/2Cf/ll I I SHEETGARDEN SHED

DRAHN BY: CNOAUI 30631 MS# 1'1034 KS# 211'18 DIXON ENGINEERING, INC. 100 DOUGLAS STREET I 0-6SC# 21SC!2 NO 03SC!85 oM 034311 STRUGWRALENGINEERINGANDINSPECTION- GOA81QS VALDOSTA, GA 31601 CHECKED BY: TADY'N# 011'136 TX# 104353 MD# 40'105 10410 MAIN STREET PHONE: 1-22'1-241-8805SCALE: AS NOTEDPA# 01'100'1 VA# 0455'13 THONOTOSASSA,FL 335'12 ( ~A=T5NING &CH50U1.5 (CONT) ) 4'15-011 II 6 18TN# 112161 FL# 34222 VOICE: 813-'182-'1885 FAX: 813-'182-2306 W.o. NO: OF

Q. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED .b. NAILS SPACED AT 6" O.C. AT EDGES, 12" AT INTERMEDIATE SUPPORTS EXCEPT 6" AT SUPPORTS WHERE SPANS AR 48" OR MORE. FOR

NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTOIN 2305 IBC. NAILS FORWALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING .

G. COMMON OR DEFORMED SHANK (6d - 2" X 0.113"; 8d - 2 1/2" X 0.131"; 10d 3" X 0.148").d. COMMON (6d - 2" X 0.113"; 8d - 2 1/2" X 0.131"; 10d 3" X 0.148").e. DEFORMED SHANK (6d - 2" X 0.113"; 8d - 2 1/2" X 0.131"; 10d 3" X 0.148").f. CORROSION-RESISTANT SIDING (6d - I 1/8" X 0.106"; 8d 2 3/8" X 0.128") OR CASING (6d2" X 0.0'=1'1"; 8d 2 1/2" X 0.113") NAIL.g. FASTENERS SPACED 3" o.c. AT EXTERIOR EDGES AND 6" o.c. AT INTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING.

SPACING SHALL BE 6" O.C. ON THE EDGES AND 12" o.c. AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS.h. CORROSION-RESISTANT ROOFING NAILS WITH 1/16" DIAMETER HEAD AND I 1/2" LENGTH FOR 1/2" SHEATHING AND I 3/4" LENGTH FOR 25/3"

SHEATHING.

i. CORROSION-RESISTANT STAPLES WITH NOMINAL 1/16" CROWN OR I" CROHN AND I 1/4" LENGTH FOR 1/2" SHEATHING AND I 1/2" LENGTH FOR25/32" SEATHING. PANEL SUPPORTS AT 16" (20" IF STRENGTH AXIS IS THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED).

j. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2 1/2" X 0.113") ARE THE MINIMUM REQUIRED FOR HOOD STRUCTURAL PANELS.k. STAPLES SHALL HAVE A MINIMUM CROHN WIDTH OF 1/16".I. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4" o.c. AT EDGES, 8" O.C. AT INTERMEDIATE SUPPORTS.m. FASTENERS SPACED 4" O.C. AT EDGES, 8" O.C. AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL SHEATHING AND 3" o.c. AT EDGES,

6" AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.n. FASTENERS SPACED 4" O.C. AT EDGES, 8" AT INTERMEDIATE SUPPORTS.

f=A&TENINC; &Ci-1EDU1.EI FASTENINGQ, k

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LOGATION

6 INCH O.c. EDGES ANDINTERMEDIATE, 4" O.c. ATCOMPONENT AND CLADDINGEDGE STRIP ** ZONE 3[REFER TO FIGURE 30.5-1 OFASCE 1]

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2 3/8" X 0.113" NAILlI 3/4" 16 GAGEm

8d COMMON (ROOFS IN 110-140Vosd MPH EXP "B")

8dd OR 6dB

2 3/8" X 0.113" NAILn

2" 16 GAGEn

8dG

10dd OR 8dB

6dB

8dB

10dd OR 8dB

6d8dNO. II GAGE ROOFING NAILh

6d COMMON NAIL (2" X 0.113")NO 16 GAGE STAPLE'

NO. II GAGE ROOFING NAILh

8d COMMON NAIL (2 1/2" X 0.131")NO 16 GAGE STAPLE I

1/2" AND LESS

1'1/32" TO 3/4"

15/32" TO 1'=1/32"

1/8" TO I"

I 1/8" TO I 1/4"

3/4" AND LESS

25/32"

1/8" TO I"

I 1/8" TO I 1/4"

1/2" OR LESS5/8"1/2"

GONNEGTION22. WOOD STRUCTURAL PANELS ANDPARTICLEBOARDb SUBFLOOR, ROOF ANDWALL SHEATHING (TO FRAMING)

SINGLE FLOOR (COMBINATIONSUBFLOOR-UNDERLAYMENT TO FRAMING)

23. PANEL SIDING (TO FRAMING)

24. FIBERBOARD SHEATHING'3

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A~EA FO~ AFlFl~OYAL. &TAMFl&BAND JOIST SIZE AND GRADEl

~\\\\\\1111"//1SAME AS FLOOR JOIST USED

(2) 2x4 P.T. S.YP. **2 NOTE: SEE I/A-I FOR ADDITIONAL NOTES NOT SHOViN \\\ L II~" ~<vOf . OU/SL. I//'lr4X6 P.T. S.YP. FLOOR JOIST AT ; ;

~ ••••'It' 0 'f.t< ~**2SKIDS END ViALLS ~ 11 II ~C? ",,-:,Lo ...• ••..~* . * ~Lo 4x6 P.T. S.YP. C"'l - -J.!) **2SKIDS \Y - THOMAS ALAN DIXON -g N -I - -J - License No. 0037001 -I

--" - -II I

I - -~ PROFESSIONAL ENGINEER ~- 2x4 P.T. S.YP. **2 " ...•\ ~ tP~ IN ~.$JOISTS AT 16" O.C. N~ ~ 1l~ f<,~ ~

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J**2SKIDS C"'l I tfi ENGINEER ~ '\

\Y ~ ~ ft 'l J 8'-0" TO 23'-'1" \...4x6 P.T. S.YP. **2SKIDS l_ I II II 1IN S ~,

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\ :.A\. 19034 ~llL 10'-0" TO 2'1'-'1" L ~"~1'-11 1/2" Y'lIDE UNITY'lITH2 SKIDS ~)-~'" 0"l@ ~~~~I~O~AMINCi ~l.AN

" /l --. ~ .t, OF ~SS\ ".,nl J '-;"'''r...~,'1111'1'-111/2" Y'lIDE UNIT Y'lITH4 SKIDS ---- "'\@~~~~1~~AMINCi ~l.AN --- OF T \,

EXAMPLE DRAViINGS ARE OF A 20' LENGTH UNIT .:- <. ••• :t-t'1 \J' Co.> •••• '1' I48" 48" 48" 48" 48" ,* ..*11v , * . ..* 'J124"

, ,1/ 24'~ 24" '

24" I.. .:••••••••••••••••••••••:••••'"'I.24" 24" 1/ 24" 24" 1/ 24" 24" ,/ 24" ,~ THOMAS A. DIXON I~................................ ~....-" 'I 'I /j 'I 'I ~~ . . ~:i ',-0'" 104353 ...~,c:i ~'. .'~.;'t o;'..~!CENS~~••'~«;''<;j- V " ~$s.........~~".:'2x4 S.P.F. #2 VERT. ViALL

! 5/8" PLYHOOD ~

\, IONA\..~ _-Ir~OUBLE TRUSSES /:RE-ENGINEERED '"" ..•.--STUDS AT 24" O.C. ViITH ill

DOUBLE STUDS EVERY ~ AT ENDViAlLS D... TRUSSES ATN()::::::, FLOOR DECKING - SEE DETAIL I/A-IO ---l 24" o.c.48" D.C.\SI,,

\YtJ V SEEVARIOUSEND SEEVARIOUSENDHALL\ViAll SECTIONS FOR SECTIONS ViITH DOORS «t«t

~ VERTICAL ViAll STUD FOR VERTICAL ViALL t:lOCATION STUD lOCATION 2x4 S.P.F. #2 ~

ITOP PLATE

, (DOOR ANDHINDOH t- RIDGEt-LOCATION AND MAYVARY. SEE NOTE 25 ill:i D...ON SHEET C-3 r~X4 SP.F. #2 c:i ()

BOTTOM PLATE 0 tR~,~ ~r

I / L '---8'-0" TO 2'1'-'1" ~,

/l

L/@~~~~I,~"ECK ~l.AN ~"~ 8'-0" TO 2'1'-'1"

~@ ~~E~~' ~~~MINCi ~l.ANREV BY DATE DESCRIPTION

THESE PLANS V'1EREDESIGNED IN ACCORDANCE V'1ITHTHE 2015 INTERNATIONAL BUILDING CODE, BUILDING FOR A THREE SECOND GUST OF 160 MPH.

TF10MAO A. OIXON, ~.E. COOK FlO~TA6L.E WA~EHOU&E& DATE: 6/2'1/11 SHEETGARDENSHEDDRAViN BY: CNOAUl 30631 MS# 1'1034 KS# 211'18 DIXON ENGINEERING, INC. 100 DOUGLASSTREET

A-1SC# 215'12 NC#035'185 GA# 034311 STRLt,lURALENGINEERINGANDINSPECTION- GOA81'15 VALDOSTA, GA 31601 cHEcKED BY: TADVN# 011'136 TX# 104353 MD# 40'105 10410 MAINSTREET PHONE:1-22'!-241-M05SCALE: AS NOTEDPA# 01'100'1 VA# 0455'13 THONOTOSASSA,FL 335'12 ( F:l..OO~ OECK ANO F~AMINa; FlL.AN& ) OF 18TN#112161 FL# 34222 VOICE: 813-'182-'1885 FAX: 813-'182-2306 Vi.o. NO: 4CJ5-011 1

iF10MAo A. OIXONI~,E, COOK f=lO~TA6L.5 WA~5~OU&5& DATE: 6/2'1111 II SHEET

GARDENSHEDDRA01N BY: CNOAU130631 MSIII'1034 KSII 211'18 DIXON EN6INEERIN6, INC. 100 DOUGLASSTREET I A-2SCII 215'12 NO 035'185 GAIl 034311 STRlK,TURALENGINEERINGANDINSPECTION- GOA81q5 VALDOSTA, GA 31601 CHECKEDBY: TAD

¥'Nil 011'136 TXII 104353 MDII 40'105 10410 MAIN STREET PHONE:1-22Cf-241-8805PAil 01'100'1 VAil 0455'13 THONOTOSASSA,Fl 335'12 SCALE: AS NOTEDTNII 112161 FllI 34222 VOICE: 813-'182-'1885 FAX: 813-'182-2306 ( e~ 5A~WAL.L.TA6L.5 ) 0lD. NO: 4'15-011 II 8 OF 18

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W~~~:~ J~THESE PLANS J.AlEREDESIGNED IN ACCORDANCE J.AlITHTHE 2015 INTERNATIONAL BUILDING CODE, BUILDING FOR A THREE SECOND GUST OF 160 MPH.

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