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Home My WebLink AboutEngineering .e.oe.mmrmwmeb SNA01P. 1 SdYWti+tb 1iRmmtlpffi __ �� mvENmPWbmebim e�.wwPs f'IIiII\`� m.vtl,a0r6m�mA4mPom. .wMple.btaFmV'0 �I V! 1.3 .036 Sm111pstSmAi N6F MAU and - - tlr.4dmM.hrBNt W W6lAW b tl.bmP��+10 Rear Framing Front Framing Side Framing awl IV�dll I Front Elevation Rear Elevation Side Elevation I I yyof 4's, Design Loads: Design Codas: 1.Floor Live Load------40P.S.F.j2x4#2floorjoist24"oc} uris luzins 130ding complies with FBC rev.of 6f03 in 2•Floor Live Load----75 P.S.F.(2x6#2 floor joist Ubc) a P r o B uilt Inc. accordance with rule 9b-1009(5)FAC.C. 3.Rod Live Load---20 P.S.F: architect 4.Roof Dead Load--10 P.S.F: =30 p.s.f.total load AR0007907 2.These pians were designed in accordance .5,Wind Loading 150 MPH . Port able Buildings with the 2001 Florid aBuildin Code for a_3 6.Wind Importance factor-0.77 9320 nw 13th . 9 GainesvYiYe ,FI. °� second gust'of 130,140,146,&150 7.Exposure cstagorY�B All 2RPB=394 .Utility Framing and Elevations 8.Enclosed Building 352.224.8675 wAm y+'=1 s�sr TheAnchor Schedule for this deteillsesfollw �a'umw—a for 150 MPH wind av'a°"'isr"u umwizsmw'y�rm°em Uxb 4w&m 9e2ero. BdVegi�8TA4 8 x 8 ... 4 enchma eorrauwAre 2"SQUARE WASHER acr n re xmrxxm.nrrmmr IRiff 4encrasX-ee T x12 4 enchom sC9"s"''10M ee reeeue 8x8 4arkhom z10 4mclore ""tl1Dfl�s 8.12 Benehara m,mu —Is su"m'a�0 6�xaw06� 10 x 10 Oanchom am�ag�,✓, .:. .. IS Senh are Anchor Detail A Anchor Detail C 10x20 l0 antlwm nsi"e arrw� 10x24 12 enrliom murewrarArx 0x30 t8arcdcia aacsrn. 6 emrwF+wre iwsaAnAoxoroemrou mo°o•.r-w• vunevnsmu+xrenora - 12.1em.mm.srp av»wusrAu 12x16 Benchora naaa rxia 1—M 0 0 eorm"nA 0enenchmom u yrw�rt•l.:w �wr.`or:e:'"Yaa aun�+namo rmm".rer.mmwm"ex(a"+sm�/mo�ormm.».mae+ff wac*A- 14x14 8aachom x 14x20 5421t2mcorDetail D 14 xso 19 anchom Anchor Detail B Design Loads: Design Codes: 1.Floor Live Load--40P.S.F.(2x4#2floorjoist 24"oc) ur1S luzin's 1,Bullding complies with FBC rev.of 6to31n 2•Floor Live Load----75 P.S.F.(2x6 tit floor joist 24"oc) J P r o B Hilt Inc., accordance with rule 9b-1 009(5)FAC. 3-Roof Live Load---20 P.S.F. architect 4:Roof Dead Load----10 P.S.F. =30 p.s.f.total load Ai20007907 2.Theseplans wore designed inaccordance 5.WIndLoading 150 MPH Portable - Buildings with the 2001 Florida BuildingCode for a 3 6.Wind Importance tactor-0.77 9320 nw 13th pl. Gainesville ,Fl. sg va^•ra•t oac. second gust of 130,140,146;.&150 7.Exposure category---B All .2RPB-394 Tle Down Table 8.Enciosed Building 352.224.8673 y _1 SHW. 8'wide building 10'wide building 1 V-6"wide building 13'6"wide building Three purlings each Four purings spaced Four purlings spaced evenly Five pudings spaced evenly side of truss evenly each side of truss each side of truss each side of truss TOW WNW WIM - �-;�° Roof Purling Table Design Loads: Design Codes: 1.Floor Live Load--40A.S.F.(2x4#2floorjoist24"oc) _ uris luzinS 1.Building complies with FBC rev.of 6103 In 2•Floor Live Load----•75 P.S.F.(2x6#2 floorjoist 24'.c). P r o B u it t Inc. accordance with rule 9b-1009(5)FAC. 3.Roof Live Load 20 P.S.F. architect 4.Roof Dead Load-----10 P.S.F. =30 p.sf.total toad AR00079f17 2.These plans were designed In accordance .5.Wind Loading 150 MPH P O rt ab l e with the 2401 Florida BuildingCode for a 3 6.Wind Importance factor-0.77 9320 nw 13th pl. Buildings Gainesville ,FI. second gust of 130,140.146,&150 7.Exposure catadory---B All .2RPB-394 Purling Layout 8.Enclosed Building 352.224.8673 . scut Y".1 swat - uiPLoonJornPJsfENPnmsapswmmxssar WIIN�1j'X.IJSJ019TrW1GHR NNl91NTNEJOffifN01'+Iw TIESI® VMI.MON—= ' RLO00.Jp�STEPN"JrOIJ@6� VN4ES(SEE NpiES FpR 0Er1JL47 1'i4 rnrXa•aew. b AO Pf BF/J1(SlppRj mmaa SbmafP &O I CpwiGmp m•Om'b,6p 1-1R'drp ti-I?wtl, � ULEfOJOL9r AREOOVSIID vacANR1a8R8YPM FpREX5itA8tR8101N P.T.SYW Building Skid — ' sl.pomm�eAtrnw®wnx eo mwnvNNtee•aN cENtPnamcEn ANp it pN cwtmwiN[?rma rxrsterv.rv.T.amrwPure Tlta"wrf[i'patG�®rRYP.]i P.T.GibBp/.MNpt@A Ellf IRE�UIIDUNi PEJ@/E1FI1 Floor Framing Detail Design Loads: 1 1 VYL. 07 Design Codes: 1:Floor Live Load---40P.S.F.(2x4#2 floarjoist 24roc) ouzs ris li 1.Building complies with FBG rev.of 15/0316 2:Floor Live Load-75 P.S.F.(2x6#2 floor joist 24"oc) J... . P r o B wilt Inc. accordance with rule 9b-1009(5)F.A C. 3.Roof Live Load———20 P.S.F. architect ' 4.Roof Dead Load—10 P.S.F. =30 p s.f.tofatload 2.These plans were designed in accordance 5.Wind Loading 150 MPH AR0007907Portable B ulI Clln With the 2601 Florida Building Code for a 3 6.Wind importance factor-0.77 9320 es 13th pl. S� Na.In.r owa second gust of 130,140,146,8150 7.Exposure catagory---B Gainesville ,Fl. All 2RP8-394 Base Framing and Skids 8.Enclosed'Building 352.224.8673 scAu y4'=1 SHEET WOODSTRUCTURAL MEMBERS SHALL BE SIZED PER WIND SA ENGINEERING — AND PER NATIONAL DESIGN SPECIFICATION FOR WODD \ / CONSTRUCTION 0.) 4TtplIS' , �... a�\ ma.usapm9 aea�ymw4wa p ALL CDiLSfMPihYi NAUDWITH yip,j,gTA12 1.1"'x.HB.IdSfHANDERNaL pmm (2,ma AND(4)ATTDPAmsorrota J AAScrosp.W24'O.C. BRACING FORceW on cuilding916'end Mig. 150 MPH �a'm9eacv Y I�>s tx4QSYP.ampkdmea.+aasa Mih3amgas i-�'x�' tl�mlGs �. '�„ rml Pun �.rnm eento amq®wlaercom �x (1)LSTA9EACR +mq�rT»�q SIDE OF NORTO ,!o' moiw9 \ STUD LJL j�ua,aa.a\\ W�figd\dw Dattlite eadaaD scaling on b.II(g916.I.p. Double 2x4 heed. w!7/i6'OSSMtlf PW. \ / \ / a cdi +r�Tzaa "POV LSTA 12 p. .10 . 1.'x.Gi& Sad P.sift A W 4 neesm / \ 2-v as za z4r za ha9epWmand ! \ 4ndblObas l \ RM. oDs8lDEovFRAt4Dw�itl�DtouxvAar9En5TSi — — — — — — tuate aimnfl aurtmraERazArxaswtwTTxc,�n laala AB eaGTm Design Loads: Design Codes: 1.Floor UveLoad--40P.S.F.(2);4#2floorjoist24"oc} i l uTis ns uZ j �j 1.8uilding complies with FBC rev.of 6/03 in 2•Floor Live Load------75 P.S.R.(2x6#2 floorjoist 24"oc) P r o B u ilt Inc. A accordance with rote 9b-1 009(5)FAC. 3•Roof Live Load 20 P.S.F. architect 4.Roof Dead Load---10 P.S.F. =30 p.s.f.total load All0007907 2.These plans were designed in accordance 5.Wind Loading–- . 50 MPH Portable B uil d i n S with the 2001 Florida Building Code for a 3 6..Wind Importance factor-0.77 9320 nw 13th pl. g second gust of 130,140,146,8150 p g ry Gainesville yl. "°�'�i RE 7.Ex osure cats o —B All ;RPB-394 Framing 8.Enclosed Building 352.224.8673 SCALE y"_1 1sx¢Er 1 fl'mewnl9MB MN10m [RsAAem bnNnbm t A� F a� e - � tb"[At MppNp omen Nero LtifAf]Mne,Wa bfe,eee9ias.b.m A„°� �z,•o.� - SIDE WALL t sa FRAMING Notes: @Puriln for Steel or Aluminum Roofing 24 O.C. nailed to each rafter with(3)i1 crown x 1-43'staple. (2j7g”OSB for Asp.shingle roofing stapled with jg' crown x 1�"staple every 6". 114- $ a.naem �aamcee. x,._ �$ xan • �•+Rnm m a[[rmae.umma t t,r[.me o s[nboa+A.[o"n* ' tSTAt wplp w neEitu"Aie OwmE W W WALL SECTION END WALL FRAMING VLA ca Design Loads: I I ,1 Design Codes: 1.Floor Live Load--40P.S.F.(2x4#2floorioist24"oc) uric` luzins 1.Building complies with FBC rev.of 610$in 2.Floor Live Load-75 P.S.F.(2x6#2 floor Jolst24"oc) J P r o B wilt Inc. accordance with rule 9b 1009(5)F.A.C. 3.Roof Live Load 20 A.S.F. architect 4.Roof Dead Load— 10 P.S.F. =30 p.s.f.total load 2.These pians ware designed in accordance 5.Wind Loading------150 MPH ARO007907Portable. Buildings S with the 2001 Florida Building Code for a 3 6.Wind Importance.factor-0.77 9320 nw 13th P1. b Gainesville .,Rl. t' --+ second gust of 130,140,146,&150 7.Exposure category—B. A—, Hip 'Roof 8.Enclosed Buildingl 2RP9-394 352.224.8873 SME A"=1 srsr puin fastmed Will 1X4 pudic 2Y O.G 2Y6,after on a 4/12 pitch (3)71162•staples .&OSB W -ft-tastered im amplea C O.G Truss to top plate Suepsan togema wlih slmp=L8TA 12 H-10 offing to A Simpson vary km r4r s .ndm Corner truss cave vane emeissmdsn r,gATgh� faamnrm b (tete 4d' double 2Y4 top plane alath Zt. -app enure building double 2X4 header lud m heady top Plato n SP-2 ft.s9tlm dude Wer ell door opersrps Hafoer top plate wlm B ruga Insbm less men 6'-0• " - end 61Y nolle mtap plate S S• q� 3 _ - lSTA12wthilmllsmbaseaM8rellsh" ' Framing Plan 203905.11' Rear Elevation Doubm 286& ' Side Elevation Design Loads: Design Codes: 1.Floor Live Load--40P_S.F.(2x4#2floorjoist2Coc) 1.Building Complies With. FBC rev.of 6/03 in 2•Floor Live Load--See supplied paperwork. juris. luzills_ p 3.Roof Live Load—20P.S.F: architecty rOBullt Inc. accordance with rule 9b-1009(5)F.A.C.. 4.Roof Dead Load–=10 P.S.F. =30 p.s.f.total load 2.These plans were designed in accordance 5.WindLoading 150 MPH AR0007907 Portable Buildings with the 2001 Florida Building Code fora 3 6.Wind Importance factor-0.77 9320 nw 13th pl. second gust of 130,140,146,8150 7.Exposure cetagory—B Gainesville Fl: "� " a °N� Hip Roof Elevat ons B.Enclosed Building All '2RP8-394 352.224.8673 scut y4,r_1 MNldb 6npwl8Gd etleehbm b mp tl � lBfAi eV,{p4b lbTA1t,M dee3 mEme W ON1be0Y SIDE WALL FRAMING I Notes: 10Purlin for Steel or Aluminum Roofing 24"O.C. nailed to each rafter with(3)3-crown x 1 a staple. 02 jg'OSB for Asp.shingle roofing stapled with T' crown x tstaple every 6", Nooroananz (', . -QM nba• ou aae>polse s . za•m p z- d F cea o .wn m zp46,� - eb M2.0 bJdn 18TA1 Wp�p wz,eno.". e.eedsmb WALL SECTION END WALL NelbNubda�Nmm.;oe,de.a,d FRAMING Ica Design Loads: I I 1 Design Codes: 1.Floor Live Load------ 40P.S.F.(2x4#2floorjoist24"oc) 1.Building complies with FBC rev.of 6103 in 2.Floor Live Load-75 P.S.F.(2x6#2 floor Joist24"oc) ]uris luzins I'r O B ll iIt Inc. accordance with rule 9b-1009(5)F.A.C. 3.Roof Live Load 20 P.S.F. architect 4.Roof Dead Load---10 P.S.F. =30 p.s.f.total load 2.These plans were designed in accordance 5.Wind Loading- 150 MPH AR0007907 p o rta b 1 e. Buildings with the 2001 Florida Building Code fora 3 6.Wind Importance factor-0.77 9320 nw 13th p1. Gainesville ,F1. �'Y �• second gust of 130,140,146,8150' 7•Exposore category—B' All 2RP8-394 Hip Roof 8.Enclosed Building 352.224.8673 scuE y4m_1,