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HomeMy WebLinkAboutUtility Shed Plans0 DELUXE UTILITY SHIED TANS S T A T E O FRECENED O R I D A ( 1 7 0 M P H) W I N D S MIRLMIk OCT 0.4 2021 '. ID®r!lKLmE.pxmmRaL urpaoLLlxp°"' St. Lucie County i 101 LpuallouE.NLErEa.pa Kr MlpL mKEuamNnm.r1� ®aK1EalEaex Permitting a ®®I EHOpeMltE 11®atyx aam EEt \ l KIpwEIM.ArVAxCw6RNp IKYIALwIWL11O.6Fa L ®oDOE Nf ERa11 I.O Lv r!-f lb SIX Imp! pril 'm SIT USID Irlp. topx l ALLKfWElILL.1p.lE REx611p®rAm®lY wli.�lE WIDtlip. p7e1p aEtai.tw mb>m 1. aLLK1aKpLlrO lalrLK 11®KEKa.I®IE mI AEEba�® AOL %0 UmOo 1SIpx ren.IpnF R® A>B, R>� RLR OIDa E � � 6EC7EL rw em L VIQxCfL6FIpE07YwEloDrlallallOJT 16rD 11lEm nOi6 a yLRf®p�mE®®.EMEa1aKn�..mlfsEpwo PORTABLE BUILDINGS It!>8 mAa1.t E mm x $110aa"a®r®Rml®Rs'J{m16m pILLEKalm apl® 1L �LL i Rx Sf a IDaa Np Nl ao p 0 W.l K pWT.1NIma K gamp u MO Etalw EA.. 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PANELS END HAL T E-M Elm NA. FAE IRL TTPIGAL I= NM. IV SPUDE TOE-NNL FACE IRL Is' o/<Am EDGE TOE-M 0 24' o% IT ilr o% 0 TV. FACE W L 0 TOP ! DORtlF SOfrCDOD ON OPP. SIDES OfE W.10 ENDS Am A U01 SPU E FACE AA4 v N0. It GAOL Fm nw NA0 IL Im7WA® 2011110Ad 6d CDT= IR3. (4•alm) NO 10 GAGE STMU! NO. 11 GALE RDDFDm NA4L 0d CAAGCN R0. (915GI31� NO 16 GVE SIMIC t z ij Gable Roof Rooi (%p ` 1) _; 45`) < <atfG0F7a RAr F9ip®WHI®®711Q(<L�otQ bp•tp G wmmwar'Up VARAlA�tC[t3Fi®IffiIrRtmlaoll0.'O'/A11R fr A Itg Iw tI1 In f\®11, IA#L AW tHtmF mae mlTlaca NO Wgt1Wi t11HW wxm m � tAu Itntlu ttmuno cx Ltratan W H tmx 1m wasA¢ c mamwm¢elm ctu (A-SSm1a}ahlmnS W+aTmu•} A. cam IN- r1011]3Nd350OIT 101 mun • t0icm tAI<N (eumnJT r fTMur tm rallr} 4 ItsamF�msaOOo-tYacabl eJlnttywmo ea f85wl Pa. 4 aa�on mAmry6a0m�w lFm,mryea dlJ ®00I1®'A�mu^iEm. A mRa>9iFl>:..9In IE0f0<aE oA li'KPJBA w<ew 1lr inCW MArOW100 Pn ITY 10CDl meisr 9m46 L raS>r,�EImnAT maH vF1 mtraly sort w f w�1AD /!f 1aRJ1 tar algPO NO IAr maw 61P0<9 If dEWr SSOD.6!B ARnLIE ILIO O.RmI OI# } Iw wcam AmMIAm (SFIOIaA rf M l m". la Om0 E=UA FN L a<tH SYLL 16L.1NJLI pCm N, I®Fi•. L mi W AJPAtp AJ11WLpIL IA➢]m, r•Ax a amr AAn A PwffiIROEW¢S a IAUmO INCDr a.aFm m'UfRIOP.m¢glNCi la tmicOi AO IpL eLmiIB tiDT d•a Im; ra Wmo-aSt AFPtO rm m rnsn a O n= tJtl® r Aa a a=ra RIB OFRJa OPDONAL FLOOD VFNE 1 H6� (N Mn yU t W- l J b APFROVAL��FL17589-R1• AREA FOR APMAL STANFS IrAcrtck" 5u cum P.y•v c ve %r4%uu<y AmnroPmmf 1 YArtl VCO Ent N4p.0 PLT P. 001 OTy. �o � FbalMlNtl l�pst PimmN OU3f,5�.1P Iahnl 3M NE 24TH STREET OCALA R 34470 oaLIXE UTILITY SHED FASTENING S01EDULE / %W (OAOING DON YM) GFi(VE, P.E SPEOOLIY SIRIICAJRAL QrC01mt ALTEANAiE DESIGN SDlIR1a95 • ..FTwd`�N76M m1�U ®9wJ ox mw meEw A Aye PREMIER PORTABLE BUILDINGS 317 EAST STATE LINE ROAD SOUM FULTON• TN 3=7 IMPRaTIEZ8111DINGSUS DATE, 12.1 PROJET:f Lm: WAND V. dA CII1 W. ITC 091G 1(0. /� C.F.I. -tlY+ Iw .rn,m C-2 OUTLET Norts_pprro �,.`. Jt .,eg},o N -NI. WIPIN< SWJI. m 14 fJ,Ct 3-wom Uc CAIML ': 1"1/f b `i•'. SOURCE-F1irASE W aLL 1JET0. Baas I L `$ Dote or fW E WIRING DIAGRAM 3�F TIop,R!i a`;F fAfTIIOW (OPTIONALI �"'°pJONF�Ea�'+ E05a( _ 2 01 6 0AM FNMI6 r � d+a^'A�bprbb ,i .-evpnJW wemw CEIEINO J YUx Ore I 1 I I I :C+LIP PcrE ` NE'.UIIUl �PI brat CUrIEi 1 Ctn Gt Np1E,. A Ov1bx9 _ y'E VNCI o<l[330f7,4)<ECLW WeY I..0 lY1R 41[ P •a y IiN[Mv[[ 1'AOWptp GUtlECE1Nll PL ECM[0<T�MCHVil9 Upi EFCE[atq Cir CMa(.0 cavmrcere roux ar ruwr CCraULTpN3 LUEo rro lJNCEA nHrr rOH'a LIWI [t LECUNeUIbnNr Il C4 Or iE'EN/E05. GCu,CT,hT1VMJ, pA UUtEItCWIft IEmnunaJ ir.c�A-eau airi�iuimp,Jc%c[3lbnEele eJnw. I arn�ariq.�Ew i�c r ELECTRICAL WIRING UtAGRAM X-L^.i r ,s-r ,r-,r ,rw ,r-r m-r --b=YNL10F= 8'-0", 11'-2'1 12'-0", 14•'-0" & �16'—D" WIDE FLOOR FRAMING PLAN �Ir v mcne nauoo /-,-'\FLOOR PLAN \.!:v sue 1/1-VW (w w m owrm . �y. u raw new0 r-'*vP110NAL FLOOR PLAN A4im os am mnO�.t A-1 sHe I/r.r @o wr sau nwaxc) i MR VA-10 mne,urm. � FORM a" (2)ROOF FRAMING PLAN . ENDWALL EL A-t s�u-ir,•,r_r Q-SIDEWALL ELEVATION A-t suel/r-r-0• %1SIDEWALL ELEVATION 10 11 � M7 u Ii 8'-0" WIDE 8'-0" WIDE w WINDOW 8'-0* WIDE Ly DOOR ENDWALL ELEVATION t" ENDWALL ELEVATION tt ENDWALL ELEVATION A_f the l/,,,-a A-f 7iu: lrr.,'-o• rou ,h.r-0 A-1 10'-0" WIDE w// WINDOW 13 - ENDWALL ELEVATION A -I suo Vr-r-r loll! )�«I SIR 99 rIr r 1 ' I 10'-0' WIDE 01z ENDWALL ELEVATION A-1 sau: 1,--o� 10'-0' WIDE w// DOOR 11'-2' WIDE ,s ENDWALL ELEVATION Is ENDWALL ELEVATION 12 mm{1 )Vaa � i r OR I V-2' WIDE wL DOOR Ir ENDWALL ELEVA LION A -I sua r/, •r-r 12'-0" WIDE w/ WINDOW 12'-0" WIDE w/ DOOR 12'-0' WIDE w/ DOOR zt ENDWALL ELEVATION ENDWALL ELEVATION � ENDIVALL ELEVATION A-1 su: Ilr.l•o A-f k, .. V,•-r-c• A-1 suc ,P'-I'-o' 11'-2" WIDE w/ DOOR m ENDWALL ELEVATION A-t rNa v•-I.-p• n 12'-0- :, WIDE w/ DOOR E D ALL ELEVATION AM FOR APPROVAL r"Vk, f"i5t �n Cwrmnln:r[a n rsrr,r. rF. nnJ c'rr unflLrFNr rxr.'gan"rrer>uLus� rn.+�, n neyn�. nr tms. ryya vfi �rwamr. onn" MwNFlmn I Fua RaG1106rt WXa' 0 W.nvponrr nur/�9 Pim a Da 1rmry� N Flea ux Wtl Inra RlaoaarOM�,rsml OCA A FLORIDA SHOP D94 FLORA —BOA MFG 3082 NE 24TH STREET OCALA FL 34470 A70Aff.' DELUXE UTILITY SHED FLOOR DLL nMG PLW a MTAU DON VAN GERVE P,E SPEI"rAltt SIRUORIRAI. P.F- R ALTERILATE OESIQN SQLULI085 6VG7aDViY� SER{fCfS RFD /AY PREMIER PORTABLE BUILDINGS 317 FAST STATE UNE ROAD SOUM FULTON, 7N 38757 WMVPR00MU=ss.us A-1 3.. V., �F;. f v$� orare or iW �'sslON...... 3 or 4 —0 WIDE w WINDOW 14'-0" WIDE W/ DOOR 14'-0" WIDE w/ DOOR + DWALL ELEVATION 2 ENDWALL ELEVATION 3 ENDWALL ELEVATION ,2 sAa-a r s l la r ' e• a u• I ,r ,r ,r ,r u• ,r r , 14'-0" WIDE w/ DOOR 16'-0" WIDE w/ WINDOW 16'-0" WIDE w DOOR s ENDWALL ELEVATION a ENDWALL ELEVATION a ENDWALL ELEVATION A-2 T F. I/f.Y.r A-2 YVP I/f.t-a' �2 sWL t/h•-U• IIIIIIil�l�9 ill ill 16'-0" WIDE w/ DOOR 16'-0" WIDE w/ DOOR 7 ENDWALL ELEVATION B ENDWALL ELEVATION 9 SECTION s ar°�amao�m°.m�c rm as smnm era ms. m ac, om 12 as �arz,mm +o SIDEWALL FRAMING M2 wm ,p•.ro ae�OOSY W G laaLtID la ra "a11"® yA•11 to � °aemsaa01i v°>�a� o a"",�m. rm nc mmu ae m ll7 b namas".u(�e r do mS bV la4ma�l mm19 0. m d (>)autlkf Da b'0 W P.T. m SHEARWALL CHART BUILDNG. lri i OPENING WIDTHS IN ENDWALL MAX. LENGIH OF BUILDING 1w T1-11, IP sLea1w LASIs own an W Gsee e-0' S'-0• YA�C 2V-0• 2W-O• II4'-0• s-0• BAx. 3a'-0• ,r-r s-0• NAx 3r..� s-0• 2r•o• s-0• NAz W-V yg-o• ,<-a' 25-T ir-e 24'-0' 11'-0' Y-w ma 401-W 401-T C-0' 34'-0' 6-0' YAIC 4Y-V 40'-0' 0-0' s 'A: n-I+aeu ■r�o2aumsmmmacanwor.A a m.a.Yy..am arms s.a s .'�� r�wioam�ua aam mama0lms. a lam"B mOc aaas"e eameaa sw lx.®m,mme a.,.Ism ro.aammmaal a.a"smr m Ima ICCG O..!♦a W!"asaas la m.a. mra r maonr mtm amn cao a ea suss m ew 00 a maraca ar was a Lsm eaa oOtRf®r�tssww le:s 0, mam mma:•m n/a (m(oam aA'®o G IK Oaffiffi�MIR—� ICI b19m G"S mmav rn "aam fall m� am SKID TO JOIST DETAIL +� CORNER CONNECTION DETAIL „WALL TO RIM JOIST suc ,-y-,'-0• k•2 .."`. ,n/Y-r-r A-2 sxs•,-,Ar•i-u i $clmmam M, walm xr amr®Im moo as s asr �wms®srmu "cva",ar 13AMLS �-0ua® • BALM as-0mel.n Ix,m laa faa� �or�a Otaf. b.P TLC[ mR b nP naL smos.a ma Rom °� � a m.� B,= ass ram 7,TOP PLATE SPIJCE DETAIL 1B SPLICE CONNECTION DETAIL A-2 rr,c 1•Ilt.l'-s' A-2 swc 1-1/t.i'.o• AREA FOR APPRWAL SIAM VV*NU-N s.�w,.,mnt. nl a.•sstn.c(I,.su, nan.ye,rwPauudrud� x�se,n F,y,.+�vw„ CT- ryye ve occwmayou v aAo..COF"rn; 1 F.e asn0u,wax a »h"wanry naryum flr.. 04 VtlLL•y.e F"ulmsws Inlal R�aNtlee�, 9AP1 LCW I OCALA FLORIDA SHOP DBA FLORA—BAMA MFG 3082 NE 24TH STREET OCALA FL 34470 PATEV DELUXE UDLM SHED SW= R DUES DON VAN GERVE, P.E. SPMAln SMUCI eAL F7OMS ALTERNATE OEUGN SGLUiIBYS .r»sl0ue 8,L7EFh U SEI = F8t7W Mk PREMIER PORTABLE BUILDINGS 317 FAST SPATE LINE R,D SWR11 FULTON. TN 3W WWREIMBINLOINGS11S va imp �y9\ OT.IC OI 0 .f G OPTIONAL BLDG. SKID CIISOMETRIC DETAIL �] — .. aml m� fmaa V tFlam l6m lm� �'"� rna II C y Pei �7lly./d\Jrygy:`\/Illllhl—t-Y_._ll 0 0 � o�na nterr an rs] �irmvlpW WINDOW e SILL DETAIL ,1,3 swe k s BLDG. SKID z ISOMETRIC DETAIL L milf0>•SmB�41 tlr]Ml� qW WGl im W®I I� L @rCJp{pW=1marl==W WINDOW DOOR s HEADER DETAIL o HEADER DETAIL A-3 ]ulc Y-i -a' � 5um rilro W. m rtlm WINDOW HEADER to WITHOUT STRAP DETAIL A3 — xu AREA FOR M NAL SW" —'— vllcrink, TOP R p 's i 3 CON ECTION MAIL Ad »nn o-t/r•f-,Y lu,..t�n.,,�r�,.n ur�>=-r. a:. y a4n.(o,rrMhd�exp rnl,+nrc,,:.W.�. fimme l w n"u w fi mme eP1 cramp ivrms:a 1vnna vaocM Ivotw�p -arm.I FlOQIlmlma. f:]p5r k DOOR DOOR HEADER DETAIL a HEADER DETAIL A-3 sac r•r-o• A-3 suu r- a• OCALA RORIDA SHOP DBA FLORA-BAMA MFG I'M la au m o®,Ff r. is rm crr 30B2 NE 24TH STREET mom=ni9=1 E OCALA FL 34470 L tII nmow m�ucfmru lKmW ---- ENDWALL 11 HEADER DETAIL ,: HEADER DETAIL A-3�j v' a rNF. I s 13 METAL ROOFING SCREW PATTERN M3 � I•_r (ml DELUXE UDLTTY SHED rnMu oern¢s DON VAN GEM, P.E. SPODlAY SIRUCNRAI. FNGd7ff.R ALTEAHAIEDESIGN59WIfRXS flnnlpp]1�IIIIIB®I strn�s �rotmm fae PREMIER PORTABLE BUILDINGS 317 FAST STATE ONE RW mall. TN 10.1 REINGiILS A-3 r, vn c�ry'.�4R..'So •' �rnNAl£�"• MIMI PORCH eSECTION DETAIL A-1 scar -r-r-r OBUILDING PORCLw H OPTIONS A-4 rkr. VI -r-r wr emu[ raaR7 ro.wruss cram a m Ip Pi Redl J �.9P WC � nua LV,QY RrJ z PORC _ TOP PLATE DETAIL IOA R 11QY0®10 ILLVRGI® �O M2R91 ♦<R RII[O] M oli. nn ua Mw mrc./Rl auks alp fA! ILO 0. 0)ID � SC v/c W aL>Q lug ]a -am u o0 ram me®tn9J aF ma.4.�+m mamci �raxmmaaRo. Rtl 6] tlP;>m rJIPOST 0 RIM JOIST DETAIL Ai suu-u=•-�•-o' 6Em r-dw-dl PORCH ARFA FOR APMAL STASi S a]tt Wk, f`)S-1z ihl. Juumn t n�•h r.,nn 4• yWmnrca4'al Y,v.+Lh•.i]t4.:R n l,ne(uttur /:CFIIId F4'-v Nl:. p,J:4y�, Cm1, ryy0 VO RnpMy Ulury P➢PrtOFbp]:1 60 FMRsPat IOW O Wvtl V[R/. 1]OMYp Plm> Dd VWiry-10 nou uc Law iaw] RI� Ofa>,$MP V:rl� DBA FLORA—BAMA MFG 3082 NE 24TH STREET OCA A FL 34470 DELUXE UBUTY SHED PORCH SECTIONS 9 DENS DON VAN GMT, P.E. SIMETY sn ue m ENCdBflT ALTEAUNF DESIGN SGIURONS neu]o¢ami LAB SOW PA7Y+W fA2 PREMIER PORTABLE BUILDINGS 317 FAST STATE UNi ROAD SOUTH FULTON, TN 3M7 M OR111109 U31pNGS.US D,A oo: A-4 , "" llR�'� 5.1'eJ� 8' UTIL 10' UTII 1' UTI'. 14' UTt 16' UTI Truss Design: LRFD design: max wind load from ASCE 7 -16 fig 28.5-1 61.7psf uplift. (180 mph wind) Utility- L max=105(60%)/12 = 5.25 ft 2x4 @ 24" w= 123A plf (60%) comes from tie across truss ( bottom chord ), cuts span by 40%. M= wLA2/8 x 12 = 5102 in-lbs: S(2x4) = 3.06 fb= 1667 psi Fb (LRFD) = 3000 psi - this value to be met and exceeded by lumber. Lofted: L max = 84" = 7 ft M= 9070 in-lbs fb = 2964 psi < 3000 psi OK 8' UTILITY (NO BOTTOM CHORD) OAMA , psi 10' UTILITY BOTTOM CHORD IX UTILITY BOTTOM CHORD ry 8f ina337 I {^- lt'hMvunrntasrndrmcN fM l:.vlvlmmn[vvy EeSMhnt IIpIW to a trove 12' tYTilli r UTi ROTA CHUHTa 16' UTILITY BOTTOM CHORD oodrm X4 vanFM"gag Eq.M awi" ,,- — aan,.. to63ain — N0 P .m.7v.zo of RaMi WP,RV11 8' LOFTED 100in 10' LOFTED 174 In 14' LOFTED-.-......__...�_._.._...,.._.- _�li�Ul—..�_..,...._._._..�_... 16' LOFTED t961n TRUSS DESIGN PREAGER PORTABLE BUILDINGS Florida Truss Calculations V rtM k " Intertek-PSI Tel +1407 304 5560 1749 33`a Street Fax +1407 304 5561 Orlando, FL 32839 intertek.com/building December 17, 2020 Mr. Thomas Campbell Florida Department of Business and Professional Regulation Codes & Standards Office 2601 Blair Stone Road, Building C Tallahassee, FL 32399-0772 RE: Manufacturer: Premier of Ocala (MAF11082) Agency Plan Number: Dlx Utility-20 Dear Mr. Campbell, Professional Service Industries Inc., an Intertek company ("Intertek-PSI"), part of Intertek' Building Science Solutions, in pursuant to the requirements of the Florida Department of Business and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2020 Florida Building Code, Ph Edition 2017 National Electrical Code (NFPA-70) This approval covers the factory build structure only. Any alterations to the factory -built structure, on site, voids the approval. This plan is subject to the following: e This plan is Not Approved for High Velocity Hurricane Zone (i.e. Broward and Miami/Dade Counties) v Signed and sealed plans are on file with Intertek-PSI • Chapter 633 Plan Review and Inspection shall be conducted by the local fire and safety inspector a Items installed on -site are subject to review and approval by the local authority having jurisdiction. • This review includes products for compliance with 553.8425 or FAC Chapter 61G20-3 If you have any questions or require my assistance in any way, please do not hesitate to contact me. Respectfully submitted, 1 Andrea Gagliardo Richard Olds, SMP-45 Department Manager Plans Examiner Building Science Solutions Building Science Solutions CC: Kenny Johnson — Premier of Miami — kennv(@Premierbuildinlas.us Ili Intertek is a brand name representing the Intertek Group pic legal entities, including but not limited to, Intertek Testing Services NA Inc, Professional Service Industries, Inc. ("INTERTEK-PSI"), Architectural Testing Inc. (`INTERTEK-ATI"), and MT Group Inc. 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