f

COOK F=>O~TA6~E UJAREr10U&Eo100 DOUGLAS STREETVALDOSTA, GA 31601

AREA ;:OR APPROvAL. &iAMP&

SHEET

I OF 26

C-1

DESCRIPTIONDATEREV I BY/J

&I-!!!i L.1&iSHEETNUMBER SHEETTITLE

G-I GOVER SHEET

G-2 HIND LOADING

G-3 NOTES

G-4 FASTENIN6 SGHEDULE

G-5 FASTENIN6 SGHEDULE

G-6 FASTENIN6 SGHEDULE

A-I FLOOR DEGK 4 FRAMIN6PLANS

A-2 SHEARHALL TABLE

A-3 EXTERIOR ELEVATIONS

A-4 FRAMING ELEVATIONS

A-5 FRAMIN6 ELEVATIONS

A-6 FRAMIN6 ELEVATIONS

A-1 SEGTION 4 DETAIL

A-B ROOF SEGTIONS

A-q DETAILS I

A-IO DETAILS I II I I I IIA-II DETAILS

A-12 DETAILS

F-I ANGHORIN66ENERALNOTES

F-2 EXP. "B' HIND GHARTS

F-3 EXP. "G" HIND GHARTS

F-4 EXP. "6" ANGHOR GHARTS

F-5 EXP. "G" ANGHOR GHARTS-F-6 6ROUND ANGHOR SGHEDULE

F-1 ANGHORIN6 DEl AILS

F-B OPTIONAL PAD DETAILS

PvertQ Rico

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BUILDING CODE

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ALABAMA CODES-INTERNATIONAL BUILDIN6 C.ODEHITH STATE AMENDMENTS

OE&IGN CRliERIAI. Y'lIND VELOC.ITY 160 M.PH.2. BUILDING C.ATEGORY I3. Y'lIND EXPOSURE C.4. INT. PRESSURE C.OEFFIC.IENT t 0.185. ENC.LOSURE C.LASSIFIC.ATION ENC.LOSED6. BASED ON HEIGHT 15 FEET1. OVERHANG NO8. FLOOR DESIGN LIVE LOAD 40 PSF

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

ROOF DESIGN DEAD LOAD 1PSF10. Y'lALL DESIGN DEAD LOAD 3 FSFII LOFT UNINHABITABLE LIVE LOAD 20 PSF12. SNOY'l LOAD N/A FSF13. C.ONSTRUC.TION TYFE y.. B14. BUILDING OC.C.UPANC.Y: U15. FIRE RATING EXT. Y'lALLS N/A16. ALLOY'lABLE NUMBER OF FLOORS I11. THE C.ONTRAC.TORIMANUFAC.TURER MUST

C.OMFLY Y'lITH THE FOLLOY'lING C.ODES ANDALL OF THERE AMENDMENTS/SUFPLEMENTS:

- INTERNATIONALBUILDINGCODE - 2015- NATIONAL ELEC.TRIC. C.ODE - 2014

- NFPA 101 LIFE SAFTEY C.ODE - 2015

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t i FIOM A ~ A. DIXON F'.E. COOK PORi A6L.E UJAREr10U&E&:- DATE: 3/30/11g. I GARDENSHED - DRAV'-lNBY: eNO:;;- AUI 30631 MS# 1'1034 KS# 211'1B DIXON EN0INEERIN0, INC. 100 DOUGLASSTREET~ SC# 215'12 NC#035'l55 GA# 034311 STRUCTURALENGlNEERIN0ANDINSPECTION- GOAIW:f5 VALDOSTA, GA 31601 CHECKEDBY: TADi' V'IV#011'136 TX# 104353 MD# 40'105 10410MAIN STREET PHONE:1-22'1-241-8805 SCALE: AS NOTED.f5 PA# 01'100'1 VA# 0455'13 THONOTOSASSA,FL 335'12 ( )~ TN# 112161 FL# 34222 VOICE: 513-'152-'1555 FAX: 513-'152-2306 COvER &r1EEi Jt-W. NO: 4C1S-011

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DESCRIPTION

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DRAHN BY,GHECKED BY,

SCALE:

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ROOf OVERHAIJG

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2 10 -lCB.9

2 20 -103.9

2 50 .103.92 100 .103.93 10 -174.7

3 20 .157.7

3 50 -135.2

3 100 -118.1

ROOF OVERHA.NG

H Eo" Go".26.0 -82.6 -64.7

~27.7 .82.6 -64.7.29.4 .82.6 -64.7

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rHERl1Al PRESSURECOEFRCEtIT.(ENCLOSEDBUJlD"GASCE 7-10)

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~61.6

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Positive N2gative Net Uplift

32.1 -50.9 .46.9

29.3 -49.6 .45.6

25.S -47.7 .43.7

226 .46.2 .422

321 -SBB -84.8

25.3 .81.7 .77.7

25.5 .n;], -68.2

226 .65.2 -61.2

321 .1313 .127.329.3 -1227 .118.7

25.5 -U14 -107.422.6 -103.0 -99.0

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DESIGN wmo LOADS -wnmows, DOORS. COMPOtJEt4TS AUO ClADOItlG

BUILDING DATA

ROOF t-NGUE,e (DEGREES)

BUILDINGCATEGORY(TABUE1,5.1ASCE 7.10)

WIND VElOCITYVU!,.T

WIND VELOCrrYV"sc

w.m EXPOSURECATEGORY C

DESIGN wmo LOADS -MWFRS METHOD 1 EnCLOSED BUILDINGS H !-60'

Note~

1 For.effeCUve areas bet\veenthose grven above the load may be interpdated, otherwise use the' loadassoelated with the lowereffetthl'e area.

2 Plus and minus slgns-signifVpressures actlnlltoward and <mav from the surfaces. respew\'ely.3. Pressures shown are applied norma! to the surface4..Referto preswre zo-nedlagr.amsprOllided forcorresponding zones.S. Roof framingmembef"5:shall be designed to resisHhe nel uplift design pressures specified.6. Roof covering;. finishes, etc.. sns" be: designed forthe full negative deSign pressure.7. DeSign pressures shown shall be multiplied by lts appropriate load c8sefoaorfrom article 24.1 of ASCE1-1O

when performing stress desi8n on snuctura.l. elements ofbujldina.

Notes.

1. For etJecti\le areas b&ttieen tl'1OSe Ij'ven atla.'e the lead may be flterpolafeCl. ~tle~se llSe 1he lOadassodateaYlo1U1 the aow-er etfectt\.e area

2 The IO.2d,p3ltems stlO'Ml shall be appl8d to each comer of the bulldJng 11turn 3S Ihe re~rance comer. {SeeFf~n! 29 S-1l3. For tile dasign oftM case 8 UWFRS usee = {lSl.

4. Plus and rrinus S!J1S sii7lli p-e5sures acting tow,yd ana away frem the p-ojeded surfaces. rsped.i'oel.•..5. Where Z:01e E orG riAls 00 a rud orertl:1ilO on tile 'ftine-'l'tI3r.1 side c1the blillDli;. use Eo... and G.~ r..-the pteSSlJla 00 Itlehwonlal

p-Ojedlon d the O\lemang. ~~ on the lea¥<l"d and s1~ ea~sshall hale the taslc zooe pressure -appUea.6. Design pressures mow'n mall be multiplied by Its appropriate load case f.ador from article 24.1 of ASCE7.10when performlngstress deSign on structural elements of building.

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DIXON EN0INEERIN0,INC,STRUCTURAL ENGINEERING AND INSPECTION - WA BIG510410 MAIN STREETTHONOTOSASSA, FL 335'12VOIGE; 813-'182-'1885 FAX: 813-'182-2306

3 IIREV I BY I DATE

THESE PLANS V'iEREDESIGNED IN ACCORDANCE V'iITHTHE 2015 INTERNATIONAL BUILDING CODE, BUILDIN~'fz~~ .••?E~ GUST OF 160 MPH,

COOK FlO~T A61.E WA~E~OU&E&0ARDEN SHED

100 DOU0LAS STREETVALDOSTA, 0A 31601

PHONE: 1-22C1-241-8B05

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MSII 1'1034 KSII 211'18NO 035C!85 GAil 034311

rMI 011'136 TX# 104353 MDII 40'105PAil 01'100'1 VAil 0455'13TNII 112161 FLII 34222

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GENERAL NOTESI. THIS STRUCTURE /!'lAS DESIGNED IN IN ACCORDANCE /!'lITH THE 2015 INTERNATIONAL BUILDING CODE, BUILDING (I.B.C)2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE /!'lITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF

MANUFAC TURE.3. /!'lRITTEN 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 BET/!'lEEN LIMITS SHO/!'lN AT 2' O.C. BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED.v. ALL THE FOLLO/!'lING LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE /!'lITH A/!'lPA USE CATEGORY UC4B (GROUND CONTACT, HEAVY DUTY): SKIDS1. ALL THE FOLLO/!'lING LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE /!'lITH A/!'lPA USE CATEGORY UC3B (EXTERIOR ABOVE GROUND, UNCOATED OR

POOR /!'lATER RUNOFF): FLOOR JOISTS, PL Y/!'lOOD FLOOR DECKING, AND EXTERIOR RATED /!'lOOD STRUCTURAL PANEL SIDING .8. ALL FASTENERS AND CONNECTORS IN CONTACT /!'lITH PRESSURE TREATED /!'lOOD SHALL BE HOT DIPPED GALVANIZED (GI85) OR STAINLESS STEEL.'1. ALL /!'lINDO/!'lS /!'lITHIN 24" OF DOORS, AND ALL GLASS IN DOORS SHALL BE SAFETY, TEMPERED, OR ACRYLIC PLASTIC SHEET.10. FOR ROOFS /!'lITH ASPHALT SHINGLES AND A SLOPE BET/!'lEEN 2 TO 12 AND 4 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN

ACCORDANCE /!'lITH SECTION 1501.2.8 OF THE 2015 I.B.c ..II. UNDERLAYMENT SHALL CONFORM /!'lITH SECTION 1501.2.3 OF THE 2015 I.B.C ..12. ASPHALT SHINGLES SHALL CONFORM /!'lITH SECTION 1501.2.5 OF THE 2015 I.B.c .. ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM /!'lITH 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-DO/!'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.Iv. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDiTIONS.1,. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY AND PLACEMENT OF LA/!'lN 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 DRA/!'lINGS SHALL BE MADE.1'1. THE O/!'lNER AND 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 /!'lORK BY THE CONTRACTOR .20. SECTIONS AND DETAILS ON THE DRA/!'lINGS 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.'1.1 UNLESS NOTED OTHER/!'lISE.22. BUILDINGS HAVE BEEN DESIGNED FOR LP SMARTSIDE PRECISION PANEL SIDING, LP SMARTS IDE PRECISION LAP SIDING SHALL NOT BE USED.23. FASTENERS IN LP SMARTS IDE PRECISION PANEL SIDING MUST NOT BE INSTALLED IN PANEL SIDING GROOVES IN THE FIELD OF THE PANEL SIDING OR /!'lHEN

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 /!'lIDTHS MUST COMPLY /!'lITH DESIGN RATIOS AS PER ANSI/AFaPA SDP/!'lS-2008. BUILDINGS HAVE BEEN DESIGNED TO HAVE ONLY

OPENINGS /!'lITH MAX /!'lIDTHS EQUAL TO THOSE IN THE END/!'lALL SHEAR /!'lALL CHART.2v. PER SECTION Iv0'1.1.2 #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 /!'lITH THE MANDATORY /!'lIND-BORNE-DEBRIS-IMPAC T STANDARDS OF THE INTERNATIONALBUILDING CODE.

21. BUILDINGS THAT ARE 400 SQUARE FEET OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION /!'lITH ONE-AND-T/!'lO-FAMILY RESIDENCES ARE NOTSUBJECT TO THE DOOR HEIGHT AND /!'lIDTH 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 /!'lIND LOADS. THIS DESIGN CONSIDERATION MUST BE MADE BY INSTALLER /!'lHEN ATTACHING ANCHORING SYSTEM TO BUILDING.

2Cl. UNLESS NOTED OTHER/!'lISE, ATTACH ALL MANUFACTURED PRODUCTS IN ACCORDANCE /!'lITH MANUFACTURERS SPECIFICATIONS.

Ii

SHEET

3 OF 26

0-3

DESCRIPTION

OCCUPANCY NOTE:THIS BUILDING IS NOT DESIGNED FOR HUMANHABITATION AND DOES NOT HAVE RUNNINGWATER OR SANITATION SERVICES. THIS BUILDING IS DESIGNED AS AN ACCESSORYLAWN STORAGE SHED TO STORE LAWN EQUIPMENTSUCHAS WHEELBARROWS,GARDENING SUPPLIES, FLOWER POTS, AND CARDBOARD BOXES WITHVARIOUS SMALLITEMS.

SITE INSTALLED ITEMSNOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK ANDMATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALLSITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTIONAL APPROVAL.

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~K-~~~;;, I. THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM.fJ 2. RAMPS, STAIRS, AND GENERAL ACCESS TO THE BUILDING IF NECESSARY.g 3. GUTTERSAND DOWNSPOUTSON ALL BUILDINGS WITHEAVES OF LESS THANi 6 INCHESHORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES. IIREV I BY I DATE~- \Jf THESEPLANS ~ERE DESIGNED IN ACCORDANCE ~ITH THE2015 INTERNATIONALBUILDINGCODE, BUILDING,.f COND GUSTOf 160 MPH.t i HOMA~ A. 0 IXON, Fl.E. COOK PORrt~~H~DARE;I-!OU€lE= j DATE, 3/30/11

~ AlII30631 MS# let034 KS# 211et8 DIXON ENGINEERING, INC. 100 DOU6LAS STREET DRA/!'lN BY: CNO:;; SC# 215et2 NC#035et85 GAll 034311 STRJ)CTURALENGINEERINGANDINSPECTION- WA 81et5 VALDOSTA, SA 31601 ,. CHEcKEDBY: TAD:~ VN# 011et36 TX# 104353 MD# 40et05 10410 MAIN STREET PHONE:1-22'1-24HJB05 -:. SCALE: AS NOTED.@ PA# 01etOOClVA# 0455et3 THONOTOSASSA,FL 335et2 ( )~ TN#112161 WI 34222 VOICE; 813-et82-et885 FAX: 813-et82-2306 NOTE& /!'l.Q. NO: 4'15-011

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CONNECTION I FASTENINGQ, k I LOCATION

I. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131")3 - 3" X 0.131" NAILS TOENAIL3 - 3" 14 GAGE STAPLES

2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131")I2 - 3" X 0.131" NAILS TOENAIL EACH END

2 - 3" 14 GAGE STAPLES

3. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.c.3" X 0.131" NAILS AT 8" o.c. TYPICAL FACE NAIL

I3" 14 GAGE STAPLES AT 12" O.C. I!4. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" o.c.

BRACED V'iALL PANEL 4 - 3" X 0.131" NAILS AT 8" OC BRACED V'iALL PANELS4 - 3" 14 GAGE STAPLES AT 12" OC

5. TOP PLATE TO STUD 2 - 16d (3 1/2" X 0.162")3 - 3" X 0.131" NAILS END NAIL3 - 3" 14 GAGE STAPLES

6. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131 ")4 - 3" X 0.131" NAILS TOENAIL3 - 3" 14 GAGE STAPLES

2 - 16d COMMON (3 1/2" X 0.162")3 - 3" X 0.131" NAILS END NAIL3 - 3" 14 GAGE STAPLES

1. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" o.c.3" X 0.131" NAILS AT 8" o.c. FACE NAIL3" 14 GAGE STAPLES AT 12" o.c.

8. DOUBLE TO PLATES 16d (3 1/2" X 0.135") AT 16" O.c.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

Cl. BLOCKING BETV'lEEN 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 €I" O.c.3" X 0.131" NAILS AT €I" O.c. TOENAIL3" 14 GAGE STAPLES AT 6" o.c .

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") 116" OC ALONG EDGE

(CONTINUED)

/) /" REV BY DATE DESCRIPTION

THESE PLANS lAlEREDESIGNED IN ACCORDANCE lAllTHTHE 2015 INTERNATIONAL BUILDING CODE, BUILDIN~,~ql :w'R / .. ~......... Yr XI COND GUST OF 160 MPH.

T~OMA~ A. DIXON! P.E. COOK I=O~i Ae~E WA~Er-10U&E& " JY~C\BJ DATE: 3/30/11 SHEET.... .b"GARDENSHED

~*{-'r~~1*~ DRAV'lN BY: CNOAUI30631 MSlI 1'1034 KSlI 211'18 DIXON ENGINEERING, INC. 100 DOUGLASSTREET 0-4SClI 215'12 NO 035'185 GAll 034311 STRUCTURALENGlNEERIN6ANDINSPECTION- GOA1'*15 VALDOSTA, GA 31601 :: ....7 ~ ~ '.: ... CHECKEDBY: TADJtNlI 011'136 TXlI 104353 MDlI 40'105 10410 MAIN STREET PHONE,1-22'1-241-8805 -:. '>"". _(1".: ••• ,SCALE: AS NOTEDPAll 01'100'1 VAll 0455'13 THONOTOSASSA,FL 335'12 ( ~A&iENINa: &Cr-1EOU~E ) "''''r'~:'''TNlI 112161 FLlI 34222 VOICE 813-'182-'1885 FAX, 813-'182-2306 ", 0J1i••.••...••• \~ " V'l.o. NO: 4<=15-011 4 OF 26

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A~EA !=O~ A!=!=~OVA~ ;,T AM!=;,

~A&iEN[N~ &C~EOU!-ECONNECTION I FASTENINGQ

, k I LOCATION13. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" x 0.131")

5 - 3" X 0.131" NAILS TOENAIL5 - 3" 14 GAGE STAPLES

14. CONTINOUS HEADER TO STUD 14 - 8d COMMON (2 1/2" x 0.131") 1TOENAIL15. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" x 0.131")

3 - 3" X 0.131" NAILS TOENAIL3 - 3" 14 GAGE STAPLES

16. I" DIAGONAL BRACE TO EACH STUD AND 2 - 8d COMMON (2 1/2" x 0.131")PLATE 2 - 3" X 0.131" NAILS FACE NAIL

3 - 3" 14 GAGE STAPLES11. BUILT-UP CORNER STUDS 16d (3 1/2" x 0.135") 24" O.c.

3" X 0.131" NAILS 16" O.C.3" 14 GAGE STAPLES 16" O.C.

18A. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" x 0.1'12" 32") o.c . FACE NAIL AT TOP AND3" x 0.131" NAIL AT 24" O.C. BOTTOM STAGGERED ON3" 14 GAGE STAPLE AT 24" o.c. OPPOSITE SIDES

2 - 20d COMMON (4" x 0.1'12")FACE NAIL AT ENDS AND AT3 - 3" X 0.131" NAILEACH SPLICE3 - 3" 14 GAGE STAPLE

1'1.COLLAR TIE TO RAFTER 3 - 10d COMMON ( 3" X 0.148")4 - 3" X 0.131" NAILS FACE NAIL4 - 3" 14 GAGE STAPLES

20. ROOF RAFTER TO 2-BY RIDGE BEAM 2 - 16d COMMON (3 1/2" x 0.162")3 - 3" X 0.131" NAILS TOENAIL OR FACE NAIL3 - 3" 14 GAGE STAPLES

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)

/J /' REV BY DATE DESCRIPTION

THESE PLANS Y'iERE DESIGNED IN ACGORDANCE Y'iITHTHE 2015 INTERNATIONAL BUILDING CODE, BUILDING,,~~I ~~~~~?pcOND GUST OF 160 MPH.

T~OMA~ A. DIXON1 P.E. COOK !=O~TAe~E u.JA~El-IOU;,E;, ";~'~PDATE, 3/30/11 SHEET..•• . . ."..•. : ~-GARDENSHED ;: : N .~~ :: DRAV'lN BY: CNOAlii 30631 MS#1'1034 KS# 211'18 DIXON ENGINEERING,INC. 100 DOUGLASSTREET :*: ROFEs$'I~: C-SSC#215'12 NO 035'185 GA# 034311 STRUCTURALENGINEERINGANDINSPECTION- GOA81QS VALDOSTA,GA 31601 :... V':~ CHECKEDBY, TADY'N# 011'136 TX# 104353 MD# 40'105 10410MAINSTREET PHONE:1-22'1-241-8805 -:. ;'" ~. A), .::~ ••• SCALE: AS NOTEDPA# 01'100'1 VA# 0455'13 THONOTOSASSA,FL 335'12 ( !=A;,TENIN~ ;,Cl-IEOUI..E (CONT) ) •...'~r ... '~'N~'~."TN#112161 FL# 34222 VOICE, 813-'182-'1885 FAX: 813-'182-2306 ...." 0t11~..•.. ;-<, Q\~ ••.•.• V'l.o. NO: 4'15-011 5 OF 26",. I.~ A " •••'

, •• I I ••.•. '

CONNECTION~A&iENINa; &C~EOU~E

I FASTENINGQ, k LOCATION

A~EA FO~ AFlFl~OVAL. &TAMFl&

SHEET

6 OF 26

c-~

DESCRIPTION

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

6dt:.,J2 3/8" x 0.113" NAILlI 3/4" 16 GAGEm

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

8dd OR 6de2 3/8" x 0.113" NAILn2" 16 GAGEn8dt:.

10dd OR 8de

6de

8de

10dd OR 8de

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'

25/32"

15/32" TO 1'1/32"

112" AND LESS

1'1/32" TO 314"

1/8" TO I"

I liB" TO I 1/4"

3/4" AND LESS

liB" TO I"

I liB" TO I 1/4"

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

COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT ~HERE OTHER~ISE STATED.NAILS SPACED AT 6" O.C. AT EDGES, 12" AT INTERMEDIATE SUPPORTS EXCEPT 6" AT SUPPORTS ~HERE SPANS AR 4B" OR MORE. FORNAILING OF ~OOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR ~ALLS, REFER TO SECTOIN 2305 IBC. NAILS FOR~ALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING.COMMON OR DEFORMED SHANK (6d - 2" X 0.113"; Bd - 2 1/2" X 0.131"; 10d 3" X 0.148").COMMON (6d - 2" X 0.113"; 8d - 2 1/2" X 0.131"; 10d 3" X 0.14B").DEFORMED SHANK (6d - 2" X 0.113"; Bd - 2 1/2" X 0.131"; 10d 3" X 0.148").CORROSION-RESISTANT SIDING (6d - I 1/8" X 0.106"; Bd 2 3/8" X 0.12B") OR CASING (6d2" X 0.0'1'1"; Bd 2 1/2" X 0.113") NAIL .FASTENERS SPACED 3" O.C. AT EXTERIOR EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS, ~HEN USED AS STRUCTURAL SHEATHING.SPACING SHALL BE 6" O.C. ON THE EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS.CORROSION-RESISTANT ROOFING NAILS ~ITH 1/16" DIAMETER HEAD AND I 1/2" LENGTH FOR 1/2" SHEATHING AND I 3/4" LENGTH FOR 25/3"SHEATHING.CORROSION-RESISTANT STAPLES ~ITH NOMINAL 1116" CRO~N OR I" CRO~N AND 1 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 OTHE~ISE MARKED) .FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2 1/2" X 0.113") ARE THE MINIMUM REQUIRED FOR ~OOD STRUCTURAL PANELS.STAPLES SHALL HAVE A MINIMUM CRO~N ~IDTH OF 1/16".FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4" O.C. AT EDGES, 8" O.C. AT INTERMEDIATE SUPPORTS.FASTENERS SPACED 4" O.C. AT EDGES, 8" o.c. AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND ~LL SHEATHING AND 3" O.C. AT EDGES,6" AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.FASTENERS SPACED 4" O.c. AT EDGES, B" AT INTERMEDIATE SUPPORTS.

SINGLE FLOOR (COMBINATIONSUBFLOOR-UNDERLAYMENT TO FRAMING)

22. ~OOD STRUCTURAL PANELS ANDPARTICLEBOARDb SUBFLOOR, ROOF AND~ALL SHEATHING (TO FRAMING)

23. PANEL SIDING (TO FRAMING)

24. FIBERBOARD SHEATHING9

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Jf THESE PLANS V'lEREDESIGNED IN ACCORDANCE V'lITHTHE 2015 INTERNATIONAL BUILDING CODE, BUILDING,~

! iFtOMA& A. DIXON ~.e. COOK. FlO~TAeL.E U;A~EI-10U&E& 2 DATE: 3/30/112i I GARDENSHED - DRA~N BY: CNO~ AU! 30631 MSII 1'1034 KSII 211'15 DIXON ENGINEERING, INC. 100 DOUGLASSTREET~ SCII 215'12 NCII035'155 GAll 034311 STRUCTURALENGINEERINGANDINSPECTION- GOA81q5 VALDOSTA, GA 31601 CHECKEDBY: TAD-~ !"Nil 011'136 TXII 104353 MDII 40105 10410MAIN STREET PHONE:1-22'1-241-8605 SCALE: AS NOTED~ PAll 01'100'1 VAll 0455'13 THONOTOSASSA,FL 335'12 ( )~ TNII 112161 FLII 34222 VOICE: 513-'152-'1555 FAX: 513-'152-2306 FA&TENINa. &CI-1EOUL.E (CONT) ~.o.NO: 4'15-011

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A~EA !=O~ AF'F'~OVAI. &TAMF'eBAND JOIST SIZE AND 6RADEl

~SAME AS FLOOR JOIST USED

(2) 2x4 P.T. S.YP. '2 \ NOTE: SEE I/A-I FOR ADDITIONAL NOTES NOT SHO~Nr4XO P.T. S.Y.P. FLOOR JOIST AT , ;

**2 SKIDS END ~ALLS I' II 11 1 Ul

I I ,I IfR }- 4xo P.T. S.Y.P. ~

**2 SKIDS 13'"g NI J, , , ,

\ - 2x4 P.T. S.Y.P. **2JOISTS AT 10" O.C. ~ ~2x4 P.T. S.Y.P. **2 MAX "<t" - ~ "I

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4xo P.T. S.Y.P. Ul~ I **2 SKIDS ~

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(3\/ " I I ~

I, 10'_0" TO 2Cj'-Cj" L_ ~"\CJ 1'-11 1/2" ~IDE UNITJi'-lITH2 SKIDS

@~;~~~I~~AMIN~ F'k,AN/,

~'-II 1/2" Ji'-lIDEUNITJi'-lITH4 SKIDS

@~;~~~l~o~AMIN~ F'I.ANEXAMPLE DRA~IN6S ARE OF A 20' LEN6TH UNIT,/ 48" 48" 48" 48" 48"

124" ,/ 24" 24,r=== 24" 24"24" v 24" 24" ,,24" 24" 24" ~

~n 'I 'I 'I /1 ~ ~

2x4 SPF '2 VERT.HALL/ -.!:::tc:)"<t" /[DOUBLE TRUSSES /PRE-EN6INEEREDSTUDS AT 24" O.C. ~ITH w

DOUBLE STUDS EVERY 5/8" PLY~OOD ~AT END~ALLS 0... TRUSSES AT

~ r FLOOR DECKIN6 SEE DETAIL I/A-IO ()24" o.c...48" O.C. -l

I \.flI cr-cr- )-SEE VARIOUSEND SEE VARIOUSENDWALL~

~ALL SECTIONS FOR SECTIONS ~ITH DOORS ..,...,.N VERTICAL ~LL STUD FOR VERTICAL ~ALL N.........~ LOCATION STUD LOCATION -

2X4 S.P.F. **2 ---------......II

/ DOOR ANDHINDOH f- RID6E TOP PLATEf-LOCATION AND MAYVARY. SEE NOTE 25 w

:::t 0...ON SHEET C-3 [~X4 S.P.F. **2 c:) ()

-lBOTTOM PLATE b \.fl

.....~ ---I, I / 8'_0" TO 2Cj'-Cj"1

~~

~ @~~~~I,~,ECK F'I.AN 0 ~ 8'_0" TO 2Cj'-Cj" J-@ ~~E~~' ~I~,~MIN~ F'I.AN./'\ REV BY DATE DESCRIPTION

THESE PLANS Y'iERE DESIGNED IN ACCORDANCE Y'iITHTHE 2015 INTERNATIONAL BUILDING CODE, BUILDING,~~ A-.~5/ScCOND GUST OF 160 MPH.•••••• !'J.')

if=iOMA& A. OIXON/ P.E. COOK F'O~TAeI.E UJA~E~OUeE& ~Z ~~"'1!1 DATE: 3/30/17 SHEETGARDEN SHED f~~\~1J DRA~N BY: CNOAL# 30631 MS# ICl034 KS# 211Cl8 DIXON EN0INEERIN0, INC. 100 DOUGLAS STREET A-lSC#215Cl2 NC#035Cl85 GA# 034311 STRUCTURALENGINEERINGANDINSPEGTION- GOA81q5 VALDOSTA, GA 31601 -.P ~f~' CHECKEDBY: TAD__ .. v :

v-N# 0llCl36 TX# 104353 MD# 40=105 10410MAINSTREET PHONE: 1-22C!-241-8805 ~ . . ,",. ~-'. .()....... SCALE: AS NOTEDPA# OlClOOClVA# 0455Cl3 THONOTOSASSA,FL 335Cl2 ( !=1.00~ OECK ANO !=~AMINC:;: F'I.AN& ) ';;>'0t! :.~GJN~::.'~:,'TN#112161 FL# 34222 VOICE: 813-Q82-Cl885FAX: 813-Q82-2306 " ~.A.:..... , 0' ,,' ~.o. NO: 4Cj5-011 1 OF 26• • I I ~

A~EA !=O~ AF'F'~OVAL. &TAMF'&

=0'>-t:~g-''':>

&~EARWA!-l.C~A~iMAX LENGTH OF BUILDING

SHEET

A-28 OF 26

DESCRIPTION

23'-'1"

2'1'-'1"2'1'-'1"

23'-'1"

24'-0"

1'1/3211 LP I 1'1/32" LPSMARTPANEL2 SMARTPANEL:3

23'-'1"

2'1'-'1"

1'1/32" TI-111

4'-0"

4'-0"

6'-0"

1'-0"

NONE

3'-0" MAX

NONE

3'-0" MAX

OPENING~IDTHS INEND~ALL

'1'-111/2"

1'-11 1/2"

BUILDING~IDTH

NOTES:I. 1'1/32" TI-II SHALL BE FASTENED USING8d COMMON OR DEFORMED NAILS AT 6" O.C. IN FIELD AND 3" o.c. ALONG ALL PANEL EDGES.2. 1'1/32" LP SMARTPANEL SHALL BE FASTENED USING8d COMMON OR DEFORMED NAILS AT 6" o.c IN FIELD AND 3" O.C. ALONG ALL PANEL EDGES.3. 1'1/32" LP SMARTPANEL SHALL BE FASTENED USING8d COMMON OR DEFORMED NAILS AT 6" O.C IN FIELD AND 2" O.C. ALONG ALL PANEL EDGES4. V'lINDOV'lSAND DOORS MAY BE LOCATED IN EITHER THE SIDE V'lALL OR ENDV'lALL. DOORS ARE PERMITTED TO BE IN BOTH ENDV'lALLSOR ENDV'lALL

AND SIDE V'lALL IF REQUESTEDBY CUSTOMER.LIMITATIONS ON THE TOTAL OPENING DIMENSIONSSHALL BE BASED ON THE SHEAR V'lALL HEIGHTTOV'lIDTHRATIO OF 3.5:1 AND SHALL NOT EXCEED (2/3) OF TOTAL lENGTHOF BUilDING. NAILINGINSIDEV'lALLUSE8d NAILS COMMON OR DEFORMED AT 6"O.C. EVERYV'lHEREV'lHENTOTAL OPENINGV'lIDTHSIN SIDE V'lALL ARE LESS THAN (2/3) OF TOTAL LENGTHOF BUILDING.

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~ AUI30631 MS#1'1034 KS#211'18 DIXON ENGINEERING,INC. 100DOUGLASSTREET DRAV'lNBY: CNO~ SC#215'12 NO 035'185 GA#034311 STRUCTURALENGINEERINGANDINSPECTION- WA 81q5 VALDOSTA,GA 31601 CHECKEDBY: TAD.W IW# 011'136 TX#104353 MD#40'105 10410MAINSTREET PHONE:1-22'1-241-8805 SCALE. AS NOTED~ PM 01'100'1VA# 0455'13 THONOTOSASSA,FL 335'12 ) .~ TN#112161 FL#34222 VOICE:813-'182-'1885FAX: 813-'182-2306 ( &r-!EA~u.JAL.L. TA6L.E V'l.o. NO: 4'15-011

AREA ;:OR AF=F=ROYA~ &TAMF=&

SHEET

C1 OF 26

A-3

DESCRIPTION

1JlJ--2'1 GA., ,-II I' PANEL

IlllrmlD

1'.... ' .. 1 ".>.';,1

111"'"7illTTlJJJm~m~m~III~m1MmillTTlill"..lll.I II -III

EXAMPLE DRAV'lING IS OF A 20' LENGTH UNITNOTE:I. FOR ALL ITEMS NOT SHOV'lNSEE

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ASPHALTSHINGLES

EXAMPLE DRAV'lING IS OF A 10'V'lIDE UNIT V'l/ 3'-0" DOOR @ ~~~,~,~7;"e~eYATION

lREY I BY , DATE

THESE PLANS Y'iERE DESIGNED IN ACCORDANCE Y'iITHTHE 2015 INTERNATIONAL BUILDING CODE, BUILDING,~ \ COND GUST OF 160 MPH.

TFiOMAo A. 0 IXON, ~.E. 1 COOK. F=ORJ~~~~H~DAREI-lOU&E& DATE: 3/30/11

DIXON ENGINEERING,ING. 100 DOU6LASSTREET DRAV'lN BY: CNOSTRUCTURALENGINEERINGANDINSPECTION- GOA81C15 VALDOSTA,6A 31601 CHECKEDBY: TAD10410MAINSTREET PHONE:1-22Cl-24H;,B05 SCALE. AS NOTEDTHONOTOSASSA,FL 335C12 ( ) .VOICE: 813-Cl82-Cl885FAX: 813-Cl82-2306 ExTERIOR E~EYATION& V'l.o. NO: 4'15-011

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@ ~~~~,I~~,EbEYAiIONNOTE:I. FOR ALL ITEMS NOT SHO~N SEE

SHEET A-4

t m 1'-11 1/2" rZEl

FQ.ltEQ-~i~----",'?"'lj

1'-11 1/2"

I ~

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@ ~~~~,I~I~"El.EYAi ION

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~

1'-11 1/2"/l

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@ :G~~~,I~,~"El.EYAiION

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24" 23 1/2"24"~24"

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THESE PLANS V'iERE DESIGNED IN ACCORDANCE V'iITHTHE 2015 INTERNATIONAL BUILDING CODE, BUILDING,~ \ .

THOMAC-. A ~IXON ~ ~ COOl<. F'O~TAe~E WA~EI-IOU&E& ~ C.... DATE: 3/30/11~ ~. la:?' I I.~. GARDEN SHED •'" AUI30631 MSII ICf034 KSII 211CfB DIXON ENGINEERING, INC. 100 DOUGLAS STREET DRAHN BY: CNO~ SCII 215Cf2 NCII 035Cf85 GAll 034311 STRUGTURALENGINEERINGANDINSPECTION- GOA81CfS VALDOSTA, GA 31601 CHECKEDBY: TAD

¥'Nil 011'136 TXlI 104353 MDII 40'105 104/0 MAIN STREET PHONE: 1-22'1-241-8805 SCALE. AS NOTEDPAll 01CfOOC1VAll 0455'13 THONOTOSASSA,FL 335Cf2 (------------------- __ ) .

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DESCRIPTION

DATE: 3/30/11DRAJ!'lN BY: CNO

CHECKEDBY: TAD

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J!'l.o. NO: 4Cl5-011

COOK F'O~i A6L.E u.JA~Er-lOU&E&GARDENSHED

100 DOU6LAS STREETVALDOSTA, 6A 31601

PHONE:1-22'1-241-8805

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DIXON ENGINEERING, INC.STRUGllJRAL ENGINEERING AND INSPEGTION - GOA 81'1510410 MAIN STREETTHONOTOSASSA,FL 335C12VOICE: BI3-C1B2-C1885FAX: 813-C182-2306

, . .L~~THESEPLANS lAlEREDESIGNED IN ACCORDANCE lAllTHTHE2015 INTERNATIONALBUILDINGCODE, BUILDING,~~~~;';ifi/SECOND GUSTOF 160 MPH.

i~OMAo A. DIXON, P.5.

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DESCRIPTION

ANCHORING GENERAL NOTESI. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL

EXISTING CONDITIONS.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DETAIL AND DIMENSIONS. ANY

DISCREPANCIES BETJi'iEEN SUCH DETAILS AND DIMENSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO PROCEEDING Ji'iITH THE Ji'iORK.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION PROCEDURE AND SEQUENCE TO INSURE THE INTEGRITY OF THE BUILDING AND ITS COMPONENT PARTS DURING

CONS TRUCTION.

4. THESE PLANS HAVE BEEN PREPARED PER REGULATIONS OF THE 2014 FLORIDA BUILDING CODE. THE Ji'iORK OF ALL CONTRACTORS SHALL COMPLY Ji'iITH THE REQUIREMENTSSET FORTH IN THE AFOREMENTIONED CODE. NO DEVIATIONS FROM THE Ji'iORK SHOJi'iN OR REASONABLY IMPLIED SHALL BE UNDERTAKEN Ji'iITHOUT THE ENGINEER'S Ji'iRITTENCONSENT - A COPY OF Ji'iHICH Ji'iILL BE FILED Ji'iITH THE CONSTRUCTION OFFICIAL.

5. ANY CHANGES TO OR DEVIATIONS FROM THESE DRAJi'iINGS SHALL NOT BE MADE Ji'iITHOUT Ji'iRITTEN CONSENT FROM THE ENGINEER.6. THESE DRAJi'iINGS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED Ji'iITHOUT HIS CONSENT. DRAJi'iINGS SHALL NOT BE USED FOR ISSUE OF BUILDING PERMIT

UNLESS SIGNED AND SEALED BY THE ENGINEER.1. THE OJi'iNER AND 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 Ji'iORK BY THE CONTRACTOR. THE DRAJi'iINGS SHOJi'i THE GENERALARRANGEMENTS AND EXTENT OF THE Ji'iORK. AS THE Ji'iORK PROGRESSES, THE OJi'iNER AND THE CONTRACTOR, AT NO EXTRA COSTS, SHALL MAKE MODIFICATIONS TO MAKETHE PARTS ALIGN.

8. ALL Ji'iORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF LOCAL AND STATE CODES AND THE SPECS OF THE NATIONAL BOARD OF FIRE UNDERJi'iRITERS.CONTRACTORS SHALL CHECK AND VERIFY ALL PLAN DIMENSIONS AND CONDITIONS BEFORE PROCEEDING CONSTRUCTION. HE SHALL REPORT ANY DISCREPANCIES TO THEENGINEER FOR CORRECTION PRIOR TO BEGINNING ANY Ji'iORK. THE DISCOVERY OF DISCREPANCIES AFTER THE BEGINNING OF Ji'iORK Ji'iILL BE EVIDENCE OF FAULTY Ji'iORKAND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DO NOT SCALE DRAJi'iINGS. ALL Ji'iRITTEN DIMENSIONS GOVERN.

g. THE CONTRACTOR FOR THIS PROJECT SHALL INCLUDE ALL MATERIALS AND LABOR REQUIRED TO COMPLETE THE TOTAL PROJECT. THE CONTRACTOR SHALL FURNISH ANDPAY FOR ALL MATERIALS, TOOLS, EQUIPMENT, LABOR, MACHINERY, TRANSPORTATION, HEAT, Ji'iATER, UTILITIES, AND ALL OTHER FACILITIES AND SERVICES REQUIRED FOR THESAFE AND PROPER EXECUTION AND COMPLETION OF THE Ji'iORK. THE ENGINEER SHALL BE THE INTERPRETER OF THE CONTRACT DOCUMENTS.

10. THE DOCUMENTS SHOJi'i AN OVERVIEJi'i OF THE Ji'iORK REQUIRED UNDER THIS CONTRACT AND RELATED REQUIREMENTS AND CONDITIONS THAT Ji'iILL IMPACT THE PROJECT. ALLDRAJi'iINGS ARE COMPLIMENTARY. THE DRAJi'iINGS GENERALLY SHOJi'i THE INTENT OF THE OVERALL COMPLEXITY AND CONCEPTS OF THE PROJECT, AND DO NOT NECESSARILYSHOJi'i ALL DETAILS AND CONDITIONS. ALL NEJi'i INTERIOR CONCRETE SLABS AND FOUNDATION Ji'iALLS AND FOOTINGS SHALL HAVE SOIL POISONING UNDER NEJi'i Ji'iORK ANDSHALL BE INSTALLED BY A LICENSED CONTRACTOR.

II. ALL Ji'iORK SHALL BE COMPLETED IN ACCORDANCE Ji'iITH ALL STATE AND DEPARTMENT OF AGRICULTURE, STRUCTURAL PEST CONTROL DIVISION REGULATIONS, RULES,DEFINITIONS AND REQUIREMENTS.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING ALL EXISTING SETBACKS, EASEMENTS, AND ANY DEED RESTRICTIONS.13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANUP AND SHALL INCLUDE THE SITE, AND THE BUILDING. THE ENTIRE PROJECT SHALL BE LEFT IN A NEJi'i,

CLEAN CONDITION .

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~ THESE PLANS Y'lERE DESIGNED IN ACCORDANCE Y'lITH THE 2015 INTERNATIONAL BUilDING CODE, BUllDING,~ •..••... ECOND GUST OF 160 MPH.

i TMOMA& A. 0' xON ~.E. COOK F'O~TAe~e UJA~el-lOU&e& 2 DATE: 3/30/11fr I GARDEN SHED •• DRAlt'lN BY, CNO~ ALll30631 MSII 1'1034 KSII 211'18 DIXON ENGINEERING, INC. 100 DOUGLASSTREET~ sell 215'12 NO 035'185 GAll 034311 STRUCTURALENGINEERINGANDINSPECTION- GOA81q5 VALDOSTA, GA 31601 cHECKEDBY, TAD:~ ~VII 011'136 TXII 104353 MDII 40'105 10410 MAIN STREET PHONE:1-22'1-241-8805 -;.. SCALE: AS NOTED~ PAll 01'100'1 VAll 0455'13 THONOTOSASSA,FL 335'12 ( )~ TNII 112161 FLII 34222 VOICE: 813-'182-'1885 FAX, 813-'182-2306 ANCl-lO~ ~eNe~A~ NOTe& It'l.o. NO: 4gS-011

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A I 23.5

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NOTES:I. SEE FIGURE 28,6-1 PAGE 303-305 IN ASCE1-10.2. SEE FIGURE 28.0-1 PAGE 305 IN ASCE1-10.3. SEE SECTION 2.4.1 IN ASCE1-10 .4. DESIGN PRESSURES SH00lN ARE BASED ON 010RST CASE DESIGN CONDITIONS OF BUILDINGS FOR FOR 01IND VELOCITIES

PER 2014 F.B.C.

.~ IIREV I BY I DATE$

f THESE PLANS Y'lERE DESIGNED IN ACCORDANCE Y'lITHTHE 2015 INTERNATIONAL BUILDING CODE, BUILDING,~ \~a~ THP"",M A c.. A ~ IXON ~ e COOK !=O~TAe~E WA~E,.,OU&E& ~ DATE: 3/30/11i V ~~~. la?' I I.~. GARDEN SHED •••

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DESCRIPTION

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NOTES:I. SEE FIGURE 28.6-1 PAGE 303-305 IN ASCE1-10.2. SEE FIGURE 28.6-1 PAGE 305 IN ASCE1-10.3. SEE SECTION 2.4.1 IN ASCE1-10 .4. DESIGN PRESSURES SHOWN ARE BASED ON WORST CASE DESIGN CONDITIONS OF BUilDINGS FOR FOR WIND VELOCITIES PER 2014 F.B.C .

-/ REV BY DATE DESCRIPTION

THESE PLANS V'1EREDESIGNED IN ACCORDANCE V'1ITHTHE 2015 INTERNATIONAL BUILDING CODE, 8UILDING,~~c rl.71\1d~.r. c.r=,... OND GUST OF I~O MPH.....T~OMAo A. OIXON! t='.E. COOK F'O~j Ae~E WA~E~OU&E& --"~;q..w DATE: 3/30/11 SHEET

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REV BY DATE DESCRIPTION

THESE PLANS ~ERE DESI6NED IN ACCORDANCE ~ITH THE 2015 INTERNATIONAL BUILDIN6 CODE, BUILDIN6,~~~./~.:; ~SEC9ND 6UST OF 166 MPH.

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~. i~OMA~ A ~IXON P E COOK i=O~TA6L.E WA~E~OU=E= ~ DATE: 3/30/ll~ ~. V / .~. GARDEN SHED -! ALlI 30631 MSlIICl034 KSlI 211Cl5 DIXON ENGINEERING,INC. 100 DOUGLAS STREET DRAWNBY: CNO: SOl 215Cf2 NClI035'155 GAll 034311 STRUClURALENGINEERINGANDINSPECTION- GOA81QS VALDOSTA, GA 31601 CHECKEDBY: TAD.if WVII0llCl36 TXII104353 MDII40Cl05 10410MAINSTREET PHONE: 1-22'1-241-8805 SCALE. AS NOTED~ PAll 01Cl00'1VAll 0455Cf3 THONOTOSASSA,FL 335Cl2 ) .~ TNlII12161 FLlI34222 VOICE:813-'182-Cl885FAX: 813-Cl82-2306 ( EXf'O=U~E C ANC~O~INa C~A~T= W.o. NO: 4Cf5-011

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GROUND ANCHOR SCHEDULEMODEL ** I PART ** I DESCRIPTION

ISOILCLASS

M12H5/8 I5'1080/

I 48" X 5/8" ROD V'lITH(I) 6" HELIX [ 4A5'1081

M12H3/4 I5'10851 I 48" X 3/4" ROD V'lITH(I) 6" HELIX I 4A I II I5'10'14

M1423/4 5'1128 42" X 3/4" ROD V'lITH(2) 4" HELIXI

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M601 5'10'1'1 60" X 3/4" V'lITH(I) 1" HELIX 4B

NIA 5'1040 ! EYE ANCHOR - 60" X 3/4" V'lITH(I) 8" HELIX 4B

NOTE:I. ALL APPROVED ANCHORS LISTED ABOVE ARE MANUFACTUREDBY TIE DOV'lNEN0INEERIN0.2. THE CONTRACTOR MAY USEAN APPROVED EQUIVALENT V'lITHAPPROVAL FORM THE EOR.

-i IIREV I BY I DATE

~ THESE PLANS Y'iEREDESIGNED IN ACCORDANCE Y'iITHTHE 2015 INTERNATIONAL BUILDING CODE, BUILDING,it \~(5i TFfOMA& A. OIXON

I~.E. COOK F'O~r~~~~H~DA~EI-IOU&E& i DATE, 3/30/11

~ AL#30631 MS#1'1034 KS#211'18 DIXON EN0INEERIN0,INC. 100 DOUGLASSTREET DRAV'lNBY: CNO~ SG#215'12 NO 035'185 GA#034311 STRUCTURALEN61NEERIN6AND INSPECTION- GOABICJ5 VALDOSTA,GA 31601 GHEGKEDBY: TAD-~ r-N# 011'136 TX#104353 MD#40'105 10410MAINSTREET PHONE,1-22C{-241-8805 SCALE. AS NOTED~ PA#01'100'1VA# 0455'13 THONOTOSASSAFL 335'12 .~ TN#112161 FL#34222 VOIGE,813-'182~'1885FAX, 813-'182-2306 ( ~~OUNO ANCI-IO~ &CI-IEOUl.E ) V'l.Q. NO: 4'15-011

DESCRIPTION

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DESCRIPTION

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HOOD OR STEEL STUDHALL

HOOD OR STEEL STUDHALL

REFER TO SCHEDULESON SHEETSF-4A' AND F-5 FOR ANCHOR SPACING

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" SHIMS TO LEVEL OFF BUILDING.USEUP TO 3 BLOCKS TO LEVEL

SKIDS ON 6RADE ~ CONC. PADSVERTICAL ANCHOR UN-LEVEL 6ROUND

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-£gf'"'"E,m'~ QUIK-SET~ OPTIONAL 10" x 16" x 4" STABILIZER PLATE.~ OR (2) #5Cf2CfIBY TIE DOHN.~ 8" x 10" x 4" SOLID CAP ENGINEERINGORI BLOCKS REFER TO EQUAL. AT ALL.2 SCHEDULESHEET F-8 ANCHOR LOCATIONS= "- REFER TO SHEETF-o FOR~ EACH SIDE OFK REFER TO SHED IF REQUIRED ANCHORS, INSTALL AS SHOHN.I SHEETF-o ALL SKIDS ON CONC. PADS . ALL SKIDS ON CONC. PADS~ A:c?~R, VERTICAL ANCHOR STABILIZER PLATE VERTICAL ANCHOR UN-LEVEL 6ROUND! INS~~AS @ ~:~J~~N @ ~~ET~?sNAL.OETAIL. @ ~':L~J~~N IIREVI BY I DATE<U

'"~ \ I~ THESE PLANS ¥'lERE DESIGNED IN ACCORDANCE ¥'lITH THE 2015 INTERNATIONAL BUILDING CODE, BUILDING,~ ~"<> • ,ai TFlOMA& A. DrXON ~.E. COOK !=OliiCTAe~E UJAliiCEr-10U&E& DATE: 3/30/11g- I GARDENSHED DRAHN BY: CNO~ AUI30631 MS#1'1034 KS#211'15 DIXON ENGINEERING,INC. 100DOUGLASSTREET~ SC#215'12 NC#035'155 GA#034311 STRUCTURALENGINEERIN6ANDINSPECTION- GOA81QS VALDOSTA,GA 31601 CHECKEDBY: TAD.~ V'lV#011'136 TX#104353 MD#40'105 10410MAINSTREET PHONE:1-22'1-241-8805 SCALE: AS NOTED~ PA#01'100'1VA# 0455'13 THONOTOSASSA,FL 335'12 ( )~ TN#112161 FL#34222 VOICE:513-'152-'1BB5FAX: 513-'152-2306 ANCr-10liiCIN~ OET AI~& H.o. NO: 4'15-011

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BLDG ~IDTH I NUMBER OF PADS REQUIRED BY BUILDING LENGTH UNDER EACH SKIDL CONCRETE PADS ARE OPTIONAL.2, DIMENSIONS SHO\l'4NARE NOMINAL. 8'-0" 1 10'-0" 12'-0" I 14'-0" 1 16'-0" I 18'-0" 120'-0" 22'-0" 124'-0" 26'-0" I 28'-0" 130'-0" I 32'-0"3. ANCHORS ARE REQUIRED MIN. (4) ,

SIN0LE I 1'-11" I 3 I 3 4 4 4 I 5 I 5 5 6 NA I NA NA NAPER BUILDIN0, (I) AT EACH CORNERSHEAR\I'4ALL (S\I'4#). \1'41DE Cj'-II" 2 3 I 3 3 I 3 4 4 4 1 4 I 4 5 5 NA

4. REFER TO SCHEDULES ON SHEET UNITS 11'-0" 3 I 3 3 3 4 I 4 4 4 5 5 5 6 1 6F-4 a F-5 FOR ANCHOR SPACIN0 IIAND SCHEDULES ON THIS SHEET I

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(4X6 SKID NUMBER OF PADS REQUIRED BY BUILDING LENGTH UNDER EACH SKID16" BLDG ~IDTH~ f f 8'-0" 110'-0" 1 12'-0" 14'-0" 1 16'-0" 18'-0" 120'-0" 122'-0" 24'-0" 26'-0" I 28'-0" 30'-0" 132'-0" ,~i

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8" x 16" x 4" CONe. PADS (TYP,J !

@ ~~~9~IN~ F'l.ANEXAMPLE DRArlIN0 IS 20'-0" IN LEN0TH

REV BY DATE DESCRIPTION

THESE PLANS Y'lERE DESliSNED IN ACCORDANCE Y'lITH THE 2015 INTERNATIONAL BUILDINiS CODE, BUILDIN~,~~~.'ft!t itf5,,~D iSUST OF 160 MPH.

TFlOMA~A. DIXON, ~.E. COOK 1='0l=(TA61.E WAI=(E~OU&E& - •••y' ~ DATE: 3/30/11 SHEETGARDENSHED f*( NO.~J\~ DRArlN BY, CNOAUI 30631 MSlI 1'1034 KSlI 211'18 DIXON EN01NEERIN0, INC. 100 DOUGLASSTREET 1=-8SClI 215'12 NO 035'185 GAll 034311 STRUCTURALENGINEERINGANDINSPECTION- GOA81115 VALDOSTA,GA 31601 - : PROF [ • CHECKEDBY: TAD:.... // I' ~': ~

I"lVlI 011'136 TXlI 104353 MDlI 40'105 10410 MAINSTREET PHONE:1-22'1-241-BB05 " ..t. ..., .A',. ,,~.~ ••• SCALE: AS NOTEDPAll 01'100'1 VAll 0455'13 THONOTOSASSA,FL 335'12 ( OI='T 10NA1. I='AO OET A /1.& ) ...../OA~~~ i--0," 26 OF 26TNlI 112161 FLlI 34222 VOICE: 813-'182-'1885 FAX: 813-'182-2306 i'i'.~A~ A 0\,' \1'4.0.NO: 4Cj5-011...

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