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HomeMy WebLinkAboutProduct Approval F LC APR 1. 7 `l NDI 'rl,ee pdne rinmpl/nerd dN r�P(hi�i V' Y� r n p� � RnrtdalfannraeseradBid. e p rl;ltttirtg DOCUMEN Aaend■de tedCnd 7 ST. LUCi@ CIP"C?s WOOD STRUCTURAL A,Ilte»m+he i 4aim1+ MEMBERS SHALL BE SIZED 4;unnnrMMe 7sb '•-+.s. ?Bal Prd O.ru}•uut _ PER WRIC LOAD BNOINESRIND ARaunbb I fLrn AND PER NATIOiIALDESIDN ""d Pdedq..L a - -- SPECIFICATION FOR WOOD Fhe Rant a raft. a , _ rb a o5 . , f' CONSTRUCT01(N4Sj Atkw Flatr Lad ` f "nn.np qa ornxn ArAroul S ° NuuMwrr-r..nae,rN� roneneuueren.a 4a m" ! 1M.Ynet.w.l.+ww.rhnw Dtxrj 4x'1048' w.+ Mr°atrtin I Aprre.el o;Ihh Drnrmenr4ee rs14 door In end rM l i AntSrAtaaaAppn»tustDesialtntt tLsit, Ft.. INK requ[renrene ora ffyrablo / % °ea aha,r q SULatun h 1.1•aAs4 atrteaYq mM .. aenwe root ALL COIL STWIN3HAj.POVAM se ' i-ir4'%.iae�OiOi twaDbn twL platy MIN LSTA 12' (2)PER 3RtDAND(4►AtTOP AWBOTTOM jMSNdaIpeeetl24'O,C, BRACING FOR an 9 stud an bulWln a 18'arW lan ar •• - ! —f•2—I, 150 MPH r2 1a 4 SVP.AlnAIMi M ennh"vies with 3 staWas i-�"x?' ea•rono•ena �'a Aand+fGi J''� Tr»i Fes+ .tatmlf aeMLCn alaples W!egtlCOte /K ✓ (1)LSTA 9 EACH •snee°1le rind _ .—: "-- 81080FHOH'to a mss* STUD mss etNyHnd WtndrAv Doubie endwa8 stropinp deN a Uiafller on btdldIngs id'or longer Doable 2X4 harder W/7118'7118'OS8 filch • plMde / �adaur' coil u-in tr01I doer etrapptng LSTA 12 per ea eslr�rd vafidall0d ptaducte'in I-'i x.838 Stud per Bide 001rpllant-e vilttt .._.- wt 4 natty in I ti. z•P x o 2.v ¢a -r-01 RUle 94.72 for baseplate and Product Approval 4 halls to"n • ourcloenver+rta 0eralNOloNe rwt vAmnsnvm'w — — — LIMITS elttIm gut McMeen SPACn1GSNALI.H0111)(°tp Lr+t1lenaLttsO na1r..L? °r FIAnN s a RhISt'9 ScA•G piAAIS dN (-1+'la �- 1VPr ht?AdgeA-larr )? ' ADpiatad DJ AIAnM L Uuua4k . .._bl lM11-19!• Design Loads: {? �.• Design Codes; 1.Floor Live Load--------40P•S.F.(20 02 floor joist 24"oc) 1,Buliding complies with FBC rev.of 6103 in 2•Floor Live Load-«---«75 P.S.F. 2x6#2 floor oist24 oc �UP18 lllzinS c a ° �. Pro it . Inc. .accordance with rule 96-1009(5)FAC, 3•Roof Live Load-•---�-20 P.S.F. architec 1, 4,Roof Dodd Load-=---•-10 P.S.F. =30 p.s.f.total load 2.These plans were designed in accordance g.Wind Loading'.....'-----150 MPH Ati0007907 . C o r t a b l e Build*n g s with the 2001 Florida BuildingCode for a 3 6.Wind Importance factor-0.77 8320 nw l0i li pl. p Gainesville ,Fl, slzl: uaa•LD.Y pwa second gust of 130,140,146,&150 7,Exposure catagory----- B-394 Framing 8.Enclosed Building 352.224.8673 SCALE V (pF� t �J r :i "APPROVED,, DOCUMENT 4 nOOMMOArrAnneb wlnl rx n GALVAroZCDII .READ Dcnevvwml wAeNennNKurnxuNrYwnnbbn VX 04 BTAIPUB9 xrEwwlm WAONER ON ANT'AWMINUM OA OTCCL ADOPIN00n 1•A8.00PAMIC COATED�CACYMONANT nO0TN0 TO MATCIICOLO BOP BOOP NOTAL 1100PI401NSTALLMD POB MANUrACTUnnA OPECUYt17`01N) NbOECAPTAIM AND PER PBC IrA7.0 .....— ' enve rnIN CONIBn TNM -- I. M01111.1IIOAIC TYPO DOOR — ALUMLMOIOINO OUIDIVAGRIDUi �. ATTAch1hoff Or MOINO rim WRDWO E."Wer BO IB 11016411 ••fOlONIllc COATED C*I(OAISDA&wgNAOT A rVMTE IIIeR!Fl�La lend Wall Elevation Side Wall Elevation a.lP 1 zltle„_4,_.,_,VYmNo�Rp Wrhwd L>lbllatY htbdNln�DDIIdIA�MAN I WII%.r/Ior1a�GAlllafalh12�1A-V Design Loads; )esign Codes; 1.Floor Live Load--------40P.S.F.(2x4 42 floor Joist 241'oc) uris luzins Building complies with FBC rev.of 6103 In 2.Floor Live Load-••----75 P.S.F.(2x6#2 floor)olst 24"oc) P r Q B u i 11,p. Inc. iccordence with rule 9b-1009(5)F.A.C. 3.Roof Live Load••---20 P.S.F. architect 4.Roof Dead!,These plans were designed In accordance 5,Wind Loading.�tl-.—•--150 MpH �3D p.s.f.total load AB0007907 Por -table B u i 1 d i n pp'�S vlth the 2001 Florida Building Code for a 3 6.Wind Importance factor-0.77 9320 wo 13th. pl. b second gust of 130, 140, 146,&150 7.Exposure category-----B Gainesville ,Fl. Slz� Non.I.D.B °"s Gardener Elevations All PB-394 8.Enclosed Building 352.224.0©73 scAt¢ya a ' NDI +n N101n OGepearttOrAO AgI'I10VE " ,nrva+W" DOGUME T \ ronnw,b p rnap " urA i •trP�rxa+ mnM+•. Nnurr tartilz.rN 4 n,Ar to a,s rNama+e,ut Aaa'W.PP.G'h''°.0 SIDE WALL la,a FRAMING Notes: 1tDPurlln for Steel or Aluminum Roofing 24"0.0. nailed to each rafter with(3)A crown x I.' staple. (2)ik"CSB for Asp,shingle roofing stapled with " crown x 141,staple every 6". iinA,/....., G \ 001,7,4 hrppda Cr ' bean 8 tOneusedtQ OS+PddOhp,anaOn . ;°""—'' � !i`•ale V AnpUnhMOMhr MO ft-4 ru i„pmnncn hmMd hb aP87�lB#�9 —r.. l�tra.t .r+.op+tt e+e rrrn. ,tnnr Ielz,ePn,uA,e 4sobdOidd* - WALL SECTION END WALL FRAMING on:r C t�nHat�Rp39� t{M«Mwm+e�tOaB na,aeatrtarnrrta XFMpred tly �pq� 0 Design Loads:Loads: � 0C"ft4r s ,esign Codes: 1.Floor Live Load-------40P.S,F,(2x4 42 floor Joist 24"oc) 2,Floor Live load-------75P.S.F.(2x6#2floor joist 24"oc) juris iuZins ProBuil`�, Inc. .Building compiles with FBC rev,of 6103 In cicordance with rule 8b-1008(5)F.A.C. 3.Roof Live Load--------20 P.S.F. architect 4.Roof Dead Load-A--•--10 P.S.F. =300,91 total load AR0007907, .These plans were designed in accordance 5,Wind Loading---------150 MPH Portable B u x 1 d i�] S `ith the 2001 Florida Building Code for e 3 6.Wind Importance factor-0.77 9320 nw 13 Lh pL acond gust of 130,140,146,&150 7.Exposure category------t3 Gainesville ,Cl. sixs ben.".o, A owv Nip Roof All IY4#'= P8�-3 8.Enciosed Bulldin94 9 352,224.0873 sa+s.s j 1 seacr 3 a � ,I , Pudtn fastened with 1X4 Pullin 2410C 2x6 rafter an a 4112 dfeh (317/1 8wr rinrim of t{'OSB with staples 6.0,0, rafters fastened D I Trues to top plate simPatxt to°slhnf VAIN aknPscn LBTA 12 �/�— , "'10 "APPROVED" tivert`mn°to ` DOCUMENT, veryfrtmt4'•tl eAmeMp ABlmpson OOUY0I0o01rf Conner 4Vef Oave VdnC3 double 2K4 tap Plate LSAT°ham lastansr to __ _ from 4.6' wroppinp entire building daunts 9x4 header tud to head o p1e^a� 4 — 8P•2 from stud to double OVer All door openings Haller top plain with a N13A In ante less than 6•°• qa and six nails In top plefe LSTA12 wllh 6 none In base atM d Mlle In stud Framing Plan 2n3�g•" Rear Elevation a a tkrubia 26&8 1)su z 5 d y Ft■e N�R� 3�f y.� Side Elevation-App .a�� 111cluad1.001aet t ' - Maduur rylldlnt ylery Y+WtaIMIT1M1de CaiNa41� d Design Loads: design Codes: I.Floor Live Load-------40P.S.F.(2x4 b2 floor Joist 24'toc) llrl9 1 L17,1�18 �� Inc . I•Building complies with PBC rev,of 6103 In 2•Floor Live Load-•------See supplied paperwori( P r o B u i 1 C 3coordance with rule 9b•1009(5)F.A.C. 3.Roof Live Load--------20 P.S.F. architect Ct: i; 4.Roof Dead Load------•10 P.S.F. 30 p.s•f,total load 27hese plans were designed In accordance 5.WInd Loading-•-------•--150 MPH AR0007907 Portable B u i 1 d i�1,p'S Nith the 2001 Florida Building Code for a 3 6.Wind Importance factor-0.77 9320 ntir 1311► pl. b second gust of 130, 140, 146,&150 7.Exposure category------B Gainesville ,Fl, Ott I ma t'0•s QN10 Hip Roof Elevations All PB-394 B.Enclosed Building 352,224.8673 sadLt y rr=1 r stir FT 4 of d C i4'ed wa/{IGaM to he odhY NeM; toPntalk wtdndyxm i.Pmtatar Stitlatn6m+Mn°RManO N•q.tt^amd►7aadtavlarAb,tS)�a+nanR IFldaaaWat•«a 1�'a41pY, 1113M ap at 2u ptlYP. .'' it 11 dauhY taP II.M IeAMN�w ..lnw4wprw alaMa dud t--Afa"" a+auad/M+Mardtub+q ae1��tr,,mn9 1 Y D' ' t Dnpa and Data" "APPROVED„ ?; DOCUMENT,, ..r4 + LBrAlam"IIWIa dmW UuaWdbU/atufaiDBe /attawi IfAisamnrarma°aa Rear Framing Front Framing Side Framing •! • IIDII��(i�II�II�fI�Iflf>�1 . -- - ® _ o Front Elevation Rear Elevation Side Elevation {Sipe�-x"br a y ....._........,...,.. ..»...«._._.w.�.,._,.,_....».........�_.,...._..._......_.. ._,_.� _.__.____..._...._.. t7—•---nom-r°�f�- __._._.._�...._ .._..._.._J , NidaM 611Ulmli NadUlit AU1141"Panni A"MIM?YW44 COMM Design Loads: 1 �f Design Codes: 1.Floor Live Load-------40P.S.F.(2x4.#2 floor joist 24"oc) �Url� lL171215 f.Building complies with FBC rev.of 6/03 In 2•Floor Live Load—•---«75 P.S.F.(2x8#2 floorjoist 24"oe) (� j,� �t Inc. accordance with rule b-1009(5)FAC. 4. Roof Live Load------20 P.S.F. architect; 4.Roof bead Load--10 P.S.F. _•30 p.s.f.total load AR0007907Portable 1,1 Buildings 2.7hese plans were designed In accordance S,WInd Loading•-••-•----150 MPH P Q rt,a t„!l(' faith the 2001 Florida BuildingCode for a 3 6,Wind Importance factor-0.77 n320 nw 13th pl. Gainesville Fl. sift "'°^•'•°• cwa+ ? Second gust of 130, 140,146,&150 7.Exposure catagory-•-..--8 ala P13-394 Utility Framing and Elevations 8.Enclosed Building 352,224.8673 oc 9 DOGUME 11' 8'wide building 10'wide building, 11'-6"wide building 13'6"wide building Three puriings each 4 Four purings spaced Four puriings spaced evenly Five puriings spaced evenly side of truss. ' ' evenly each side of truss each side of truss each side of truss r l;L=J;=j M�=ILIJU f r .. x _.__ L-1 U - - - �►ndNFaaw+s u1xA Q�'°.b�'fi SORoof Purling Table abdea M uulmM Dteaw"Raiidla1Plat rnmlatrpaddttVeNGauSbA Mt Design Loads: J�—q ;ign Codes: 1.Floor Live Load-------40P.S.F.(2x4#2 floor Joist 24"oc) Biding compiles with FBC rev.of 6/03 In 2.Floor Live Load........75 P.S.F.(2x6#2 floor jolst 24".c) jurls lUZI11SP r Q B u i l t Inc. ordence with rule gb-1008(5)F.A.C. 3,Roof Live Load---------20 P.S.F. architect 4.Roof Dead Load-------10 P.S-F. =30 pz.f,total load AR0007907 . Buildings rase glens were designed in accordance SAnd Loading----------150 MPH ' the 2001 Florida Building Code for a 3 6,Wind Importance factor-0.77 13320 es 13th pt. Gainesville ,FL s;ze Man.t.o.s otrc. Dnd gust of 130,140, 146,8.150 7,l_xposure category-« -B All PB-394 Purling Layout $,Enclosed Building 352.224.E3$73 SCALE IV,�i',1' sarr o R "APPROVED DOCUMENT Att FLOOR JOIST PAVER90To SKIDS W1111N Ih 411MCA'nett-s' VAT"(s)Ij' .148JOISTNANUIRNAItEINTNIJOISTA110113I1V7165100 L vANE4 mctAeid scFMAJO)"T A45 020 . •� VAR1I3 SEC NOTESIFOR Off" by dOPTSPANPIgOB! ' fi� ato«ml'pomadar � i ea�ariyo aaorwainy ti0'aa.Pr i.1tJ'wHa i At I1C)JOIST ARICOUBLJ7s oohs 4."1l4fr 0*1# I FOR Sxfw STR114tH �;ui!•J'tti�� Sh;Ed — RTOSBAVnT11a0eOML10NNA,LSrON FIOO CBNTfltA81141"1TTApiBOANO, ONCINR! .-Brian .. _ I'FMP2DrF..fa P.T.BOTTOMPLATC ;. s'Ys'ar9',ta'Pn mfinnnr OYP,.7SP7 SNIOIIOA7IU AIIOiMd BNTIRB SUILOINOPt7UMST@R r Floor Framing Detail ' tl.t.!z�sCe'� VI.aN.>a¢•�t4'3�Ay Approved By �,_�� - --� btadWar(ialtdtelgPta+taRtaedoreFin+MaOGaMflaW'�CHI11 Design Loads: 1.Floor Live Load - ---40P.S.F.(2x4 42 floor joist 24"oc))eslgn Codes; atr1S 1uLlns 2.Floor Live Load--•-----75 P.S.F.(2x6 42 floorjoist 24oc) P ro L u i l t Inc.nc. Building compiles with FOC rev,of 6/03 In 3.Roof Live Load---•---•20 P.S.F. architect ccordance with rule 9b•1009(5)F.A.C. 4,Roof Dead Load---•'---10 P,S.F. =30 p.s.f.total load a .mese pians were designed in accordance ...-....•. Atiat)a7907 ;;.Wind Loading... 1GOMpN e0L'0 law 13th pL Portable Buildings :> i1th the 2001 Florida OuHding Code for a 3 6,Wind Importance factor•0.77 Gainesville ,F'L B12tC Mon,I&+ �. econd gust of 130,140,146,&i50 7.Exposure category----•-B All PB-394 Base Framing and Skids i1 8.Enciosed Building 352.224.6673 SCALE y l'I SH of r: ' Tho Anchor Schodule1nAls detail is as follovm muaaArtAMPo m potMu PLAN 4'011tt AIIA Pp9 pito. for 150 MPH wind noing rwram"urA n Truuicwii an uvMren xtt—" — 'fan ors a9402a7 antnant.autp 6 X 8 4 anchors eartawKAte 2"SQUARE WASHER paAir bP. -1'i anC lana Jp•xrrvaDacf aot'MNASAte 2.atla».•taMr db.14 6X 4 nehars mmecttcttparomem +aawt.t.rn• x 8 andhon; aauANo neaoen lnemteml ave! AtttM A"AM WR To •�'•".• � €i'�T����• attic rA pa aplprlMttw ar IOU cum MOKU9 ouW�ta Seq 6at� "` xawet•au+mttx"ceu Ox 14 a0t1�f1tr- ptaLpnaagi ',? .rcramelect .�iawmreo Ox 114 0 anpho A 0uvaa ttm..wwerU W,ualp tswMOd 6 - 611 t a`!'P.1a1Na.n.a n!nMw. xa9 __nava A.nclic) Cf�ltt�il A. /1i'1C.hoi- Detail €,; 10x20' ionnchota TtntaaAVACHIMTOWTM MtaWsi1!1Ox2 urgeN 4A t 0 3 8nr ]aro 2xiaW _12x12, 0 at emrnua!AtTActes taaorm 11 4 _fimciiara•--" dr.tn"n" PuraW/drnNO rencua. Nt6M Moe nrp ae+1pC't UtA ti 12 x 10 8 anc� . ntnrtauervs —— w tz"' t xe2�. rla.tiltcdt±tnF OCH04 sva ASta aorron/IAra rive W:touneo _.17 X24 19 anc nvtw.aaaw,t BaRaa ap ao pa6rnrA riPu A haus ..•.• ,,,,y�n•.uattl�+�. _ 14 x 14 8 anehnns "' �^+1t11Mtt'+ea an.r t " Akakirwd rw.t..www,.cter X - anC ata mmM"AbrM 4X20 1S18flCtlora tkrotoearbidaisH�pbntritq"w•, ..� 14x24 12 anchors a>M!"tp•,v.rnaAanaa , n--hor L+e Lti td 14 OF __ ancr ra`�- Ani+lior Detail Ln, A-)+ Design Loads: sign Codes, 1.Floor Live Load«-----40P.S.F.(2x4#2 floor joist 24"oc) llI'i S ZUZIIIS lullding compiies with FBC rev.of 61031n 2.Floor Live Load-------••75 P.S.F.(24#2 floor Joist 24 oc) P r 4 B ul l t Inc. ,ordence 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 �# 'hese plans were designed In accordance 5.Wind Loading-----.----150 MPH AR0007907 . Portable D U 1l d i n g s I the 2001 Florida Building Code for a 3 6.Wind Importance factor-0.77 9320 nw 13th 11 ;ond gust of 130, 140, 146,8! 150 7•Expesure category-----B Gainesville ,F All Mit.l,o. d ' AI! P8-394 Tle Down Table 8,Enclosed Building 352.224.0073 scAtr succi q of g