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HomeMy WebLinkAboutProduct Approval IP R E LI I E R P ® R T A B L E B U I L D I N G S AREA FOR APPROVAL STAMPS S T AT E O F F L 0 R I D A ( 1 7 0 M P H ) W I N D S rrumn w+Yva ... I, M mxD¢lw Llxl H KSKtlr!rot KK,aE iLL[RRq wxrtDxn ...:;: SHEEF LIST z M aY m sxAL If W roR W FErNw _ uvtxcDAva smcnmL uLIXwdL ND - EET TITLE ruaxca mn WD wmslu rr[v�RUWwxs Knm DAI a,RLR m DImsIDD WWu K ._.#,tea SHEET NUMBER SIMILE tWDw f0 M[uwALl rpR ro rOKOq NW M Rw2 y�?'' �"' 1 M rlulRI X DNL a Ksift roR IRLaOx rRwEmvt uD uaaa m Rmm M +r' ..�, C-1 COVER SHEET,WIND LOADING m[rAw"M DAma Rq m mie°'avl N.RD DIND mKl""qn ""`^.N;,. DIAGRAMS&MWFRS TABLE i. MI 0.W]L Kw RKNLID KR K4tntOw w TK fin n—Kxnop am M etRR Dr Ill[DMIAM,OR]]Wll CDYKT NN M KOWlIlxli Xl rOKN N M guaw KO un.q Nn°CMJiDiD0X4mgar"-1.Viso'ir"ma':uwntoLo°�ONtxii[nmR�somni°N1Kf1fQ1S A_t ANCHORING DETAILS& S NW 0uwn ID OR[MiDq r[OY MY mRRcs SNO ql K uxE anon RwRw COESwI SCHEDULES IRPI M DUQOL n naSL wrists RA.M IwKRn Dr M lxtunR Aw swL Nn w usm RIO0111[la tasuc A-2 ANCHORING SPEC SHEETS su¢ql K vw rcL mx tr SAwt NArI Dt6f SoxD ND srAlm r M 1. M anml ND tomunw sru row wLw¢s ra[vAaw ww Aq AtNT AL uxAm[IrN. DUAcw.IDssn Nm nRDaLs[uq]D Kai KLs ANVD Dn w a RIPAiIO rw[Kara Da I � d: aKiOq N M IUSWLICL a M ROw N M tOxIRV.T00.NL R¢q I[0 YAI[AY SwU Ixn ' :. M A[DJYEbIR w NL COW ND 9NII AnIW CONS M wrRD wDr M iMA4 . •' WWN1,0lS NO NM OIMKr.wIN R011RWQSm,MDRI[II WOMCOYDKKP, p04Z: TA�BLE BUILDINC:S:. R q 41w wS,A SNAI wi!wOYG10w lO w5[M/RMS xCM. L Cw@wtOK Slrll tMd Rw glrl Ill NRY Oe¢gw!Aq wIM1iWD BDOK wnLtmiO CD6DAICNA K SNAI AUSK 4r DELKM1IL[E 10 M 0o1Qt M CwKLDA Irll TD RfwOmtl An RODL M OntAIIn Or O&RfkrA4 R1IIR M KDOCD w SGw r K DSO[[ w IAIN Rax uO Dril r M I!]10NSOUD Dr M CpxWnOL w ql SDI[DwLRwS AS RDnw WD0p15 OP.WL a. M nilRN,w rw nos PrAn Slut wuw Ru wreRus am u![R KTJAfD ro[auRKIL M iwA r0.[a.M gMRlt[OR Swll iLR16X 110 RN fw AL wR%x5.10¢5.[DDDLDx.UBOR uu¢umrr,,LWsxmuDA wN,wnR.uiRDxs,uD a anu rnxu Ww sPnas KDwD roe M SN[Aw tMIPw OMU1xY ND COWKOY w M K¢s.M DrAOA Swll&M NIoaK,Dl w M[wear DODIIQNI I¢M W41OO4 9grR r MW+Lr a M Rwt KNKD ura iNS COX[IXT Aq RMIID Drrou 1 sew!°rgiEwola n10Xi aMwu tr'°'DdD"`mi ` N1vR i'n ND OCALA FLORIDA SHOP w m latsvmT ww Au Nws ND towns DBA FLORA-BOA MFG "•ui"aR�K!°A"°gw°R tro°�'InWL K,a¢�i,Ke' wlel,m i°anR,roOtl aS11�"RDamzvw�i wta°im�n°LD 3082 NE 24TH STREET KWTM A pm S" 116.991,d1pMT1"L' K[' °NdOY OCALA FL 34470 ' N.�art��Ksrm®K m Nm+w un wNlwmc iu Lwm smwin ussrurs. PRAI£CT.• +a M[oo.A[wDrclw PNL K R[AO�tiw[roe rw[vAw ND sKt wax M srt[ND ANCHORING FOR SHEDS M[1x0N0.M[IOP[rrDAtl SIRIl w W N R N>ti tUr W,OIDiL WIND CHART WIND LOAD MAIN WIND FORCE PRESSURE DIAGRAMS COVER SHEET&GENERAL NOTES L !1 N \ 1 1 S MWFRS 170 MPH EXP. -Cr sb0. ZONE PRE�S3 REIADJUSTM� km WORKING O PR ADO Tys�TRu�uRRa�i'ENciN[�R i L,I A SLD 1.71 0.6 37.1 ISO SAS 30 B -16.9 1.2I 0.6 -12J AmTEANATEOESIGNSOW�TiO]NS MDS: 4113514w E -40.8 1.21 0.6 -35.6 F -31.9 1.21 0.8 -23.2 I`r,r..i.a r�wtwR i w r � •" fACIAMW SERNC�S'PA�OMM Rk tRAn I r.w_ +..R r,Ww�.t..."t i +. sK rrAT[ne-I NDT rTaw N]sa T-m PREMIER PORTABLE BUILDINGS 1 R ti`w.�e.rw. .o•'.S — - z su rcm wc-I Nw ns N Lu i-I¢ 317 EAST STATE LINE ROAD SOUTH FULTON,TN 38257 i i w `r m rrr± �i 1 ?'' .�• ~ O, [ a sa Nequ u.l N Rss,-la WWW.PREMIERBUIIDINGS.US 1 r.i.`ri..r r�iw r.lr: 1 r L D[sw r¢cm san ru wm w qrm utt m+awgr w 'rRdl rWrr H_r war ti•: •y,�.• RUIOOG TOR RIID YK[C116 Nw]ON/AC. REN610N DESCRIPTION 011E BY Case A \` �w /":°�. w /' DATE: 1.12.21 20 PROJECT N0: 20203 KOuw 7mP.91q y�{vn...ae CKK BY: )VG ULTIMATSOESgNMNDSPSRDS,YmplF RRKx CATEDDMIXUNDINGSAAH)M1ASTAUCTUAES A / 4 BWG NO .:y Case B C-1 °^ sD aTAl OI We 1 P1 3 AREA FOR APPROVAL STAMPS [mo./slab ou III .000./sm wA III N p BAmi4Wtprol GROUND ANCHOR SCHEDULE qe ry1d7 o+r Hstie rya[4Y rl) MODEL A PART A DESCRIPTION ki dm tldt./PI rux ou»./owvYmo s-I o-a Wa vwats d.Yms smu sl�nsuet an,f4 Y12H5/8 59OBD 59081 48'a 96'ROD./(1)6'HELIX 4A atY sav.a iaal IISIe'n•c4a.va a Ha) / v.L so e'ne•1'wa.vas fln3 Ina41 dent iMSX 4bA6 p 6I2N3// 59D85/59081 /B'It h'R00./(I)6'H0.d 44 S U1423/4 59128 42"[Y.'ROD+/(2)/'HELd 4A .ILL IJ(- JJf-I I' w ood rsu snc vcm Iff-I III'-I I I M1493/4 59086 48'[Y.'ROD./(2)4'HELIX 4e M to nmotY Nt _III —1L—L=i 39250 78'[�{'ROD./(t) XEUX 6(I)B'MC d M anm ro g t®a4do f-1 uX vR saauc mi aem 'IJ —�j=�— ovrouu letise•n•m In I �—III-1�IL— A-t 14R a➢I�OiWR 011411'btm W dKU 1 '- - pnu T4 mLOAt HWn rl -�� " - �=III—I-(7 NIA 59085 flf ANCHOR-1B'X%'e/(I)6'HFLL9 a s�nme =1 _I fo wo m a a4dc IYdaA mm oY — — am z rmm tola miw snaout oYzat"Yiai cmucrz wrs uc moMi p N/A 590/5 EYE ANCHOR-48'X Yl./(I)fi'HELIX 'A NR wLtgAomnnlwes uD 4nLL IH 1-1 L pa6[N4 9AY Ia[wmW. 3 sm a drm n[Idl roam 1 wawl sx I/rt rov uol uroxeml x uoars ra e[ow[o ieY fU vm 14607 59099 60'X W e/(1)7'Hold /B o a'mov nw cma dazed.HI.tax cmlw ew7aYr. FLOOR FRAMING PLAN H/A 59043 EYE ANCHOR 60'X�'./(1)8'HELIX 48 1 HELIX ANCHOR DETAIL OPTIONAL ANCHOR DETAIL . IRI,n»[d4mmd4nll oe p_1 FL IN'•r-o• loo Im snit d+1+wc) Irsov wawa a onawu H3ladmx p_1 SGlO I-I/a'•1'b' p_I dNf:I-I/1'-1'-0' a e1ltt OnaW1 I1M IOWlY. OPTIONAL PAD SCHEDULE FOR ALL WIND SPEEDS AND EXPOSURES BUILDING WIDTH NUMBER OF PADS BY LENGTH UNDER EACH SKID 1A el® 10 0 12`-0" 14_0: 16_O to_0 20 0 224E 24-.Q- 26 0 28 0 30`-0" 32,_O. 34_0° 36_0' 2-0. 4_0=4 '- 8'-0' 3 3 7 3 3 4 4 4 N/A H/A N/A N/A N/A H/A N/A N/A 4 - OCALA FLORIDA SHOP ] ] 1 / A 4 5 5 5 5 N/A N/A N/A N/A N/A DBA FLORA-BAMA MFG 3082 NE 24TH STREET 11'-2' 2 2 3 3 3 3 3 3 3 4 4 / N/A N/A N/A N/A '�— --i---�-i' OCALA FL 34470 12'-0' 2 2 3 3 3 3 3 3 4 4 4 4 4 4 N/A N/A we da PR0.7fCT.• ANCHORING FOR SHEDS 2 3 3 5 3 3 3 4 4 1 4 4 4 5 5 5 4 3 3 3 3 4 4 1 1 / 5 5 5 5 160-ANCHOR FOR 170 M.P.H.WIND SPEED. EXPOSURE'C°-3/8°ANCHOR BOLT FASTENING SCHEDULE ING /WIND LOADING NUMBER OF ANCHORS EACH SIDE WALL 1 PAD�DETAILS DON VAN GERVEI P.E. I MAX A-I °'•,•.I-/r•I'-a' SPECIALTY STRUCTURAL ENGINEER SPACING 10'-0" 12`_0• 14_0° 16_0° 18_0° 20'-0° 22-0° 24-0' 26_O• 28`_0° 30`-O° 32`_0° 34_0" 36'_0• 380° 40_D° OVERTURN W-0' 6 3 3 4 4 4 5 5 5 6 B 6 7 7 7 8 B ALIEANATE DESIGN SpWTgGNS IV-a ,)S' 6 3 3 / 4 4 5 5 S 6 8 6 7 7 7 B B Ivnu1. lmarzotvasau9aaLoa 6 3 3 4 4 4 5 5 5 B 8 6 7 7 7 B B DAM6W SfINW PROW D� 3 3 3 A 9 4 1 5 5 5 8 6 B B 7 7 PREMIER PORTABLE BUILDINGS 3 3 3 4 4 4 4 5 5 5 fi 6 6 6 7 1 317 EAST STATE LINE ROAD SOUTH FULTON.TN 38257 3 3 3 1 1 4 1 5 5 5 6 6 6 fi 7 7 WWW.PREMIERBUILDINGS.US ANCHORING FOR 160-170 M.P.H.WIND SPEED. EXPOSURE'C.-5/8"ANCHOR BOLT REVISION DESCRB'TION DATE BY NUMBER OF ANCHORS EACH SIDE WALL BUILDIN mDTH MAX. SPACING 124E 12-0 124E 16_0° 18 0• 20 0 224E 24 0 260 280 36-0 30_0' 32` 0. 34_0" , ' 3w-De 4O`_O' DATE: 1.12.21 OVERTURN PROJECT N04 202Ds W-0' 8 3 J 3 3 4 4 4 4 5 5 5 5 6 6 6 6 DRAHWO BY; JH CHM BY: DVG ID'-0' 8 3 3 3 3 4 4 4 4 5 5 5 5 6 a 11'-2' B 3 3 3 1 4 4 4 it-a' 10 2 J 3 1 3 ] 1 / 1 A 4 5 5 5 5 5 I� • eum ov al 14'-0• 10 2 3 3 3 3 3 1 1 / 4 4 5 8 5 5 5 •''<.4++00 I6•-0' 10 2 3 3 1 3 3 1 4 / 4 4 5 5 5 5 5 2 ot3 U1tertcak o Intertek-PSI Tel +1 407 304 5560 1748 33`"Street Fax+1 407 304 5561 Orlando,FL32839 intertek.com/building I 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: Lofted-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,70 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: • This plan is Not Approved for High Velocity Hurricane Zone(i.e.Broward and Miami/Dade Counties) • 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 • 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 611320-3 I If you have any questions or require my assistance in any way,please do not hesitate to contact me. i Respectfully submitted, C Andrea Gagliardo Richard Olds,SMP-45 Department Manager Plans Examiner Building Science Solutions Building Science Solutions CC:Kenny Johnson—Premier of Miami—kenny@premierbuildines.us Intertek is a brand name representing the Intertek Group plc legal entities,including but not limited to,Intertek Testing Services NA Inc., Professional Service Industries,Inc.("INTERTEK-PSI"),Architectural Testing Inc.(`1NTERTEK-ATI"),and MT Group Inc.("INTERTEK-MT"). o www.intertek.com/building V ,V , i a AREA FOR APPROVAL STAMPS L ® F T E D B A R N P L A N S S T A T E O F F L 0 R I D A ( 1 7 0 M P H ) W I N D S DF51GN CRITERIA: GENEW No. f t4',�Q '. I. RO Y600fY 17�1®L I. aestpm x laarmin eOl M laA daJM mac C¢G mmD seal t.'T ",et"" z RISK calm I 1 al YNWllS ao dE•9lal E x lmlmulz pd M leas Ca[NO Ml ODd aweL InUi ! .. ]. W DPOa1S c aam u M tFa a rprpad4 s Yma aarsaw 7 We P41®DQ dG 9riN a aa®ed 4. W.!6 COOr1aTT Sale atok, 4. MR]eWWNx7NaASaVi1EmaG,NSmrN9Np1a,WtLLWmxIpS - e. dmO CUSSn m EIdl6FD psi 4 WeraR DfQntlYb La YNIY®rO)I Wd eaNrL-a'>/c 4R 141xa SMm 9WL bi DSa .. aTJ.. 4 N ONIIW IS FEET J•.*»��ler 4 NL M ie1LW,.lalml lilal E x41dH IIFI.IFD x ualavpa p01 uM l6E CaIC08r lW 7. dhmrlG NO loll dxumemmaers•ruaNl[M (Dead ad+M,7,NAY aprl 5� 4 RDO]O IAE m IBM R<RWrcmeND a)rine,vle R7Fla/an fdlarRlG IL]fID151D11 E flQS9PL(Ella M t¢ar»k¢]IM uaw 16[O4<aE Vta rlll0a=N DW tm •PSF fan Ty 6uI1RInD Rule,&RepWntiaru MO.W Wa ula rWe SNJCiwN Dx4 SmW ILIdrI.flOOe]106,i R,Na ROpI EFCp6IID . I. WGCEGN OVE LW m PE 0nD.zr+aoe,Y ROOT DEM DEAD UM 7 PSI Mv.•a Fbom:1 0. N PAOS,x1LT SUe-IIOORR09b'IW a eED d IN a TS/]FD 0.YR00 M1OOR�G Fim NaI E W..:O L P.T.p,MIOa IIamA Nn p(ar®!(AMdRfDYa MlIMaO6OMA IF'al pi CDAW a•n D:tnnY-aa lLL R 71aL1].1.1.Am la a]rKfep9 Ya WESIDRR d aNrcT aml pm]¢Mam am 91LL E NOf ailO CNYareD . � 11.mm m lN4PORTA.BLE.. BUILDINGS tDma Vua RFbDyaw lMm o IxwaN a:I„l„fip�sr ], IiWuN am,sNP R,oA a s,uam sim. Iz roe:Puow m.xas a I I.xL vwos nRrl It a Doors,xm x]asa p dqn sx a s svm;moot ort loa]a Is N1w.mE nlla0l a M1Oa6 I pKm Nn. IL momds mN evlwi sma]a xm/sac E,r+nl]m n am t m N ewu xot u odleL 11.M mrDRuxaa/uanrasuER IrhT Caar vox THE FOIEDIIOm ,xddunmlF lnvuuau K Ea aD x rmiRavu rox rmd,mu a M a>m rae mDEs u+D.vE a ilmR,wEmuf7+rs/a.FNcwns u u�aloR svu pwcP+�x slmoll lmv(�wwi dwls7 ry Im.ul(Ein pw wml a M Tea Fl—CODE IL•srw area snu coroxl rdI anox mass a M]am FDa uuaemR a KpwE OCALA FLORIDA SHOP seas slw corroa mx lmv a M]mo raa 4am ml�7•]01rm OBA FLORA-BAMA MFG m rKmwrmislxu,son�sumroamscua,.urieaMmmraa WIND CHART aYp)an am 3082 NE 24TH STREET 14 E-0Oxn gal Ydf M EOIa})&Ild a NL xNdd[aaQg OCALA FL 34470 I,.eaIDla Na DdLlon mR IMn EtwmmRs K SE<eOH p M]a0 Tea 120 11D IDS SHE 14 M WOrleOR 9FLL E E9v�[m9 venl,c ALL Q6TIC W14T:Ofl _ 185 PRCt/ECT.• n M mnRlooR s•u E aF d,ran ao avnma a ual snwa urr m p51¢M 130 SHEEP NUMBER IS iEET TI LET LOFTED BARN xlrme a M um m ns odavmm eK¢ 110 120 m x]Eln m®a m pa slEalw]aopama m d]wn,as nos dune sru E r,E 1 0 i C-1 COVER SHEET 41.M aEn IID M aYaY.Tm aal Ilm xWRm M dmEA f@Y Ira lFJ4nf•1 Uam Cl]6, •� aaYiq La55a a-0 i➢P.44 Flilae Mal FFm If®a m a a A[eKxO ltal edaR a dossdrs x M Pdralswos or M roxl a M mowaoa 150 ..w, !` �i�()p� C_2 FASTENING SCHEDULE/WIND COVER SHEEP h GENERAL NOTES °'Ia ,wia onm sraslreuo Ev]s0u¢ r Nei '�i�tr u ru aw.r w S r p .( LOADING a Ela m ea.>m rKmac 7arwc ml rsnvmx Dca:w wa¢nl ua tvawN a loorm K I i A-1 FRAMING PLANS&DETAILS DON VAN GERVE, P.E. Ea 7®nnm+eaaa aE I]9E 7xa,n1 am NODn anc+aag 250 140 ,,,, - 13 SPECIALTY STRUCTURAL ENGINEER ]r.maws Iwt d]x dsm 7M a srxlsE rrnml F v]svy v srRllsc rmmo.w 130 ..}- T A-2 DETAILS/SHEARWALL CHART a rK,D4a d v auRlmc Pr>mol rum sect Iusl xn E xsatm x Pam s4rc adoua x M w Eaa MAlm sma arlm+M Pam sao dada aozxu mmav MPam eIDx4 � _.� _.. 1 A-3 TIPICAL DETAILS m Eta m M owls tralumr Eral ESR-,m+aR lodaxa.aa]ad sPraFRUMn a a 130 ALTERNATE DESIGN SOLUTIONS svaDsa vE®w Pam sdxa namr vRmar uaq'a]Im5 a]lNe A-4 OPTIONAL PORCH DETAILS n.vK anrc rain xai mar da Dale Ems K ru xa/x-mis axwla m drat xx xntni. ..•.�. .... _ .-.� � DEN � u3-wwlr:aiisariu'°'nmDr aLsxlm m HDL dlT OPeaa[d IUl Teen mua m ndfE F M DOIa19FMi ral dlaL 1 V•lur vaYnda b I0. .—V rsrameuimLmmAum¢tea m KfFR ofLall 0.]]>l110xN.1,�15WNm SmEfi SNffi Telx M4lni Oc50®faa,retal •1 f1 per (VI 11] Nadna xo nw xxl•M1aR uru a,m saac+¢r a teas xd ea Em®m alar rnx t(Lm)tu>•un,.rrR,R,s Tor aro a n- e 1 M twmttao eom-maa-area-orrzcr suw�a M M1an duaa cmL d bmna scl Dn.r. (M7NEFR@.G SFRNCfS PAbODED f014 dndsa au arc la wlxE Ed a I!a xm rvAar pdotm mR us p taalnalww rnx z une.r t ro]uY e•s» D,n i 140 -- da-ao-m ruler Emoats ut wr sear m M Doa Immr xa rmx R,xwolrs a M ar '� �( � .. ndm•eana a0E m a Elm.,lmmall Oo). 1 wr*!uY PREMIER PORTABLE BUILDINGS 3 .fal•Y.rY Do•sta a artYb ie. i "" { 16 317 FAST STATE TIN ROAD a enanc Na emr afsnla m H•E Aaere arDIITATCm m Nl feA adan W M came ] ]<mtm Mill use tM]ul.aY•qrd am SOUTH M 7N 10N, 36257 m Ess rasa Fopxs TENT LvlEi nm Ialm,,ld asap rn,mesnn vm E tva a R� rolxla rNrl uwx KdanC sxoe m aame 4. 15 NNW.PREMIERBUILDINGS.US u Ioe]ss ro®ancplE ulwl m aaRFlcara RaoJLE x l6raNa xl,l,tvulrn®s '4. -,l>m,t.1,w.Im,tn,tRr - m ov SP0�6 '-Drmnte./•F,•n0•prD1•]YY r•rlm• , '`awl b.•wlma Tar umarul rtY rmat-�. I'�-'� � fdV6DN DE'�CON OAE By '.tlm•. ' S. MN P••b nrt•pDnd,te•pyml�telYl w 4n promxutev o!n•De•a.. m sore• 160 mm, ,.cAwrt r wn rro0..eulb.o.00us, Ild came 4 Ma aF]om ra dEu1IPHaaN Na OaFe XOf WM wNac raa a 11111arM em43.I16 eaai 6 a6am K A MIIY SNO W elaE Ilal Fpa>aT daN ai!m dL916 waomx srPlaz^�wn Ad aaeaua m>a runs aw]°ptI - -_. 170 v 170 LNTE•t 12.14.20 SIZE R6d11ID REMS: PROJECT NO.: 17164 xm rru nn usr as xn ros,ssw'lKr M nm a rdd aA IaDOwe nw uv E IedEm CR IN.OBY. JH ran]calwL,c Fnilu]rnt al art Imam nd0.a¢sARCT ro Iota Apacoaua arwnu. s� D K fii:O( DVG I. M ralptTE rwlalmx cards ud m-Dox+smol TWO NO.: z Rvrs.svxs,xo mLEl ltalss m M mDrc r ltaslm. FIGURE 1609.3(4) (���) va 4 anme xo oopmrvDn w a]maws mx Loa a ass nun r oau NaNialOY pdm7al v 1 �d�,� s'k. F,dPi Fee Ltd[fY x1B ('� �{p- safl xsrra:noml sWt wtl usaal Rra�Nadaa ea lm Rpcl sru[arm,a RDa!ac ULTIMATE DESIGN WIND SPEEDS,I/ULh FOR RISK CATEGORY BUILDINGS AND OTHER STRUCTURES • 'W �•_ M>m Pldi FaCR.ia Na EMr a LaIL,el 1tYVvlLE tON Ya01aa 9 TI,TE Or V ?'•On a �- '',l�a9B%0 AlE�.O C 1 of L ® F T E D B A R P L A N ^, wEa FOR aPPRwu sruaPs S T A T E O F F L 0 R I D A ( 1 7 0 M P H ) W I N D S OFsx:N calmnn CENTRAL NOTES, ,d" I. I2a x90mm Imft f. ua]m w raom c pw M mm rmvnt east mG east aanl �.+�' ^^1��.,,,,,, z IasR w¢am' I z Wad��s�a x r®maaz mx M Amt sort um u role annwa taws z flea owoaR e a tmmff uxaaoxs wtuL sr¢pmwou om swm acmala 4. W.wesaM WUnRrm :a.le Yhftertaky 4. ra rwrNaaN pA4 a a senwm Sn a pas ran IAINVx a lax pamPxnia a aflaslM aAssam°N maDSm 1L1„ A n rwDoa roamers[wANRI BOeml lalw son.r-a./.9R Iaa019IQa 9WL Mr® - e. Bt4°%Kw m FFFi tlr1,uY,•w,.,+.,�,.,,:e..l..,.l,• n Au M rupesa unem swf a P®/a Mum x/ttwavl¢®x atn I¢aemer lua ]. wNxsvD xo m e«amrmr,,.m....Km.1M (Q61W Maxi,Kpf wnl)9mS _ & am mmmf LK Lm IS TV rpulremenneJ Nv:lfafe olmmldv ]. LL M IWRa LLL®1 algl H rRIDIE In011m p.l®a1'R lnl1 alPa IH al[mxr Ilan r1m IIm=1w 4 PSF Type VBuildinP RWta&Repulallonr RIW1R PamS w1aWt PAML�R fin'FIDaPS laain 0.flam axax C®4 Axl & RWr DEeall UfE lD4D W PSr Omlpercy.lNxry RWr DESM DDa IN) ]Pa aawme Fb I e a nallaRT°IB-NaaiLa 71 wY 8l®p m IF PIQSAr611SIaa RRJW paam6 F.RaWq E.Wal:D Ia xm1 R9P1 DL1D 1a4D ]PSf W vs vabwly.l]a(Vua) ` P]plaa Damaa aQaaaplBMaaaaYaM 40aaaawle m4cmxo it.tarbTdaRw11YPE Va - spvf PORTABLE BUILDINGS 4tawl rwlizl.f tea tam Fba llvetmd:tx cpaa.p maw avf frzoxl In Au rzaDvs AIw mlemaa p mY�.T mx Ppm¢Mum eam spL R xm mm cxvx® IfWNa a0.tIPANtt. RRnal41>m,,suP R+m1 m swam s,m Iz pa Rapt m.pNfs a fl.Au wos anlsl u•aapwa.na xL wnax Was srxLR war.tmt>aa muanc IS NLOaa11 way a aWlb I pla6 gar. Ia RW MI RN AW W 9aaLL!rla A.slat H+Np]m u 00114 m Ix 54rL Wlt a WU°E N.M MWRCM/JLIW N RM"I CMY wIM W rMU" pml]autan MRG1aN AS fa]nWD w rrcaaoa dal aaall Iwru Of M IDID ran mm M9 ILL or no NlNallrma/stmoo 15. to ivlme,woa Sxat WwaY pal l+wr]a qqw}maa'al lie I 1 D..ma PA.) a M atm rat RDR6R mM SaNNNa u.r»w.Y stloa slwL waaa vaN sore lw]an a M zm rat aroarart a A l OCALA FLORIDA SHOP saw swL cwapal Imx fw]2]a M xom raJ: mm Asa 1Pn!refs rm4.nor.aw] OBA FLORA-BONA MFG m raa0mrs ran w+xn ewes swu rotas m srLm1 Iwue a M mm rat WIND CHART °"°)ran xra 3082 NE 24TH STREET In R-0aN 9lW Ym M IapM4'Nla a xL mram[mom OCALA FL 34470 n.emwn¢IN°Im¢D rm INR rsxunmans u sn mwl w M mm me 120 11D 205 In M tlID&Lm9 sI1V1 ft a9vl®C raA x9aYNC W f$IwC tUanw+S 105 PRGV£CT.• 1z ra mlpaae swL R psoawc wR avaw Aw prmm a ur sraxs Ira m oars M 130 SHEET NUMBER TIT LOFTED BARN rnrWa a M soot xN es Wlww Pw¢ IB 120 m eo InN mate ro AR!smunaxL axpalart a wwiml rmx Mess omneT mwL m IPa 1 0 1 C-1 COVER SHEET a.ra m®Am M oa,+nxtm two Imo IVFiam M nests troll xm acwaY u IPanr aaels avtuT.t�um Daa�rrxlalo ucx rm etas wR a m raszrm rlmx amR oxIS - omsam p ra mRoawa a ra eapc ay M mxwxlan 150 C-2 FASTENING SCHEDULE END COVER SHEET&GENERAL NOTES a sEDIM9 AM aw!n1 M avawas na rnDam m a RVfx um sort aapr u Au sraAa V w P � ��� m LOADING mans:wm a mmrs a u! sp wu a `� A-1 FRAMING PLANS&DETAILS DON VAN GERVE,P.E. ss arm m smm tomes somuE Im rAmvaro BB w mamul xa lacv4x a lama a pp �{/ pa xmo rsDm1 Rams Wa naE IDp.lnf lNm Ialm aIIW5G 150 140 I� - R I r II...�. 13 x4.wpala mx eaol naD®tax v same russal rwa sort v swmm:at rmmwx la 130 SPELlILtt STRUCTURAL'ENGINEER aaaauux°a w ,1.1 J A-2 DETAILS/SHEARWALL CHART m'mDa ni pwtaR n"�"aII M°w.m�aam°p r°i°a"rPenmw° a mpoa _) I..a 10 A-3 TYPICAL DETAILS m row m M ma pxulmx xaxr m-1wf atr mWUL mr xa mrmxntuie a a 130 � ! -/�"i" A-4 OPTIONAL PORCH DETAILS S' ALTEANATEDESIDNSALUilONS su asn Plmspl Pua sac mm�pnam AMa,'x elms tr alma ... .. .. _.. •xa a .m 1 ll.Ya ONpa PDna lat4[abTY mN 1ta1 PADDR a PW AYa/AK-IDI!apDiFA 31 elaala IRi '.1. VJ .. -3 RtAL1ElA'A pilR YII�SCOY DEIDaD m tint OxY Droste Rw xQ NM @ln LO MDSE p M DOW19FM1 Wl apif. '1 ue uahvd Ca f{a a,E fua m a pn vmx surNIDIN.rl000l asset sprxz mm!My x¢Im aa]®rn ntlW fla aprxm f u prr nam(v) 140 Ipnraar wD nw wn R nWx can a]m wuRa as w lm As Ile n[wem m mint mx J ul.naR e.allRe rm tar c ,e a 4__ 1 OYWN03f91G 5VWa ARWW Mk M Iwmxoar mm-Dooe-D®a-lwcr swroros a M rlan+aaau trot w xonaL sa -: wrmpa xw axt 4m wuuz rm DR as ua tIW u¢aDan mx uss w rnLuxaax mx z um.t f r] 1m- _ x�-xm-1w rust mmDm un Wr seas ro M WOR urHr um.ow aNramfs a M °�A v —f i a.ae WRe m ra fa1a1.+navxax Ua1, a pP".•u•e _I,r„ PREMIER PORTABLE BUILDINGS e-....sas.ld •m atax we rot fa fee -. 16 317 FAST STATE UN E ROAD a nxm+c Imx:eml®®m laE xualo DmcltrnlrAam m xL roe roams m M aua mn t�- m Icm misan more moll Inlsa am more no armu Wxmautn usY a tvm a ] i emlmr it ae.<1.user dpa aw.a 1 j _ d SOUTH FULTON, THE tmwfa ppl owes AlaaPIF sslN m•.sort <mmw or ter Soria cRR. _ m Lwm PWD onalrs,pDaf Au IParrxnsan tav°uea p aWmax¢ea xvaeAmlaa "4. pamt.f,ma t,...f,,sore••,a,., 15 _ _ " i N�.a WWM.PREVIERBUItDPIC5.U5 T[atmlofl prvmtmlaa,ma al+<!al vLd realm+ ,.N,ta M Pmf,.a ra awaai Wb..mm-:� r—j ANSgN 669iIPIlON DATE B1' Nora. , I;S. 1N few womnfuty"prR.aeear.t.fR so years.! 160 — Nm fRm,.t nte.e.ea.R Atbty •nef.!m y...•). Ile ropes a la]0.54Nm fQi Irrwl IPallanx ND att!Na IrOa pNita aNm an SWGWN .. = W stxtifx nor uamc a tatwm a a snot sam m smm Lux mupaAR sxw a wm areas ' avmoma sarfa.Nwa tars,uo arrow aura""swot svu awe .. '. _ _ 170 170 RO.: sm uerNlm nr1f4 wa nw>la 1pl Wa xa fmsrmr Tar M rem a xml,vo INiDelr!Ilw xv a lawJ� BY., ra n rno-tL+t ra+xwuL m sa awm mAa.a aaacl m mcu amantawL xsxarx. s FIGURE 1609.3(4) �I ,•.` vc F, n®r M aBIL na RRl6 3, ,J�p� <+9 s>m lutluacnrm sRus lu a IQ a Au tea®norms vu rem seas surz IPifan caw[ ULTIMATE DESIGN WIND SPEEDS,Vat],FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES :• Y4J iQE m M Paxlr r®¢]ax w my a cae m Nlwwra sax ma Ims = q o`rtaYe oP,•c�3 �'4m�ONA�E.•` 1 01 6 - ----------------- --- --- AREA FAR2 APPROVAL STAMPS FASTENING SCHEDULE(2304,10.1 FBC) K AND LESS 6d'J 22.WOOD STRUCTURAL PANELS AND PARTICLE 2W.0.113'NAIL' c wlow an IOA Loy/RE rtaonm m 0l®[7QY1 BA¢BBu¢9mG CONNECTION EASIEdIN� LOCATION BOARD SIIBTI ROOF MID WALL TV 16 ME. SHEATHING(TO FRAMING) ')V TO IV.- Bd COMMON(ROOF IN n Nlpm rA¢I•Y e/.u m¢5 If a m0anu[9v.0n6 DWI Y u 9GfRnl!Om¢9'AS Na 4Y 110-140 V•m MPH W. 6'o/c 0 EDGES AND Iwt�'A1°'=Ir Iwo saAluna own wB AvnB[mwB ov»B wB son wz ImBI m 7-Bd COMMON(W.0.1311 / saw 29d We wns Im wt sunnro xa mlletm m IW mUB0.IB.m cAWc .. .. ANGLE BOOR(COMBINATION '81 LOMPOEONENTS 4'AD N ,Ayu.noe..awm 1.JOIST 1O SILL OR GIRDER 3-J'.0.131'NAILS TOE-HAIL SUBRGOR-UNOWdAYMNEM 10 FRAMING) '95'TO Y' 0 OR COMPONENTS k CLADDING c aRldnn an maDdo swa(a-2MII]!aaA"m015 Im 3w14a7. 3-J'14 GALE STAPLES EDGE STRIP 216'16 GAGE? NPR ONE 3 l fnIo101(m-MIIYsfaMnl'i Im YAIAa7. .. 2-Bd COMYDN(2!S'.0.1311 2.18 GACT R , IDaa®soul IN-Y.0.111T m 2FA.IM•1m Y,-n. 0191m"n"'wc°tl°'1° 2.BRIWMC TO JOW 2-J'IA.1JI'NPAS TOE-NAM EACH DID P'•4 LL55 Bd' 2-3'14 GAGE STAPLES �'TO 1• Bd' r. wlaBom-n�ram smB(®Ipalm•�xYal>at oc a mm(mv5m®o'9a 2 Mn„aT wi ,. DB'TD TV 104'OR B8 & F t[IUS S^KFD Y a<AT EnUBn FB¢4 N416•0- IF MWB&tt slWdtIS,MM B4B AS D4SCIIBIL . l6d(9S'.O.IJ51 0 I6•B/c n PaofnB XNLS.�W.'Llwmm Mla AAB,IF IOBM 101 A•9fAIWB A10 I M W4M O o I IMn• uu .L SOLE PLATE TO JOIST OR BLOCKING Y.4 GAfl.NAILS 0 B' 1 TYPX'AL FACE NAIL 3'I{ E STAPLES 0 2'o/c 27.29go.STEEL SIDING(TO TRAILING) 15'DR lfs RQ xAIls c 6•o/c IN FIELDAND 3 L mBBaMI- swlo nOOAa Reawn u I•aBBn Am,IC ITTL111 mnK scrosB Ao I M '( I CPC1A1 eBulTa`: 3-16d(.A-41351 0 16-o/e B ALONG/l1 PANEL EDGES Imx mn�.•sonon vwa swans w IY d'OY r sracm AI6 B ra TDB mLcnary ar ra "= emnvvl Ba nry vAm.ua®ollma¢oam) 4.SOLE PLATE TO JOIST OR BLOCKING 0 4-340.131'NJLS 0 I6•o/c W+ACED WAIL PANELS n ; mn wor 9FntIK unrlmol¢M n.'n]TgTBII])aQ ra Mwcv ALaWm mn naro swwx F+IBLs WINCED WALL PANEL {-3-14 GAGE STARES 0 16'o/c K' N0.I I ON I ROOFING NAA swan su1 W.Y A IBBvv aael mnI v N,•. Y�p 14.FIBERBOARD SHENTOGI NO COMMON NTA(z'.0.11]1 2-I6e(5B•.o.1s21 NO e6 CAGE STAPLE L mn near WW1BB AWMCUB14 r.MTDas�a d•a mcl3,Y a.M wRanvaF sATean � e�n.�1.=a+'A� S.TOP PLATE TO STUD J-J'.0131,NAS END NAIL Al' a FAR BB m®P./u mFs Y./.nr m W®wC snnlnn w sAn oan B w1 sA wB a Y 'i M 3-3'14 GAGE STARES �'a• NO.11 GAGE ROOFING N a.u CRd,a'B aBwawtC s3.B.rs ran sou srAnae a �.red:ine Bd COMMON NAIL(715'.0.1311 n r, s syap A../.u ma3.Y u wIOAFaAi[savans a <m.w f AescvmvlF,Pdeo 4-81 COMMON(ID'.0.1311 NO 16 GAGE STP( m JattumdB II41�R IV,.g j.�LyBE(pi 4-3k0.131,NAILS TOE-NAIL - "=TYPE MB-- 3-3'14 GAGE STAPLES Docupv y:uuury^ AnB.va PTm 6.STUD 70 SOLE PULE P6.RAWO E.7 2-tfid COMMON(3K10.1621 cDLMC anon wnd vaA.d4-n.C- lwn) ]-3'.0.131'NAILS ENO NAM. 1-J'14 GAGE MARLS Q c r___ , I---:-p.r Q' ngRCE .•., I P aw IR021 lea(95'.0.1351 O 24•o% F 7.DOME STUDS 3'A.iN•NNL9 0 B'a/= FACE WYL urve� L- 3-14 GAGE STARES 0 8- Isa($'.0.1351O1s•oc c i i�U 310.131'NWLS 0 12'o� TYPICAL FACE NAIL Q Y 14 GAGE STAPLES 0 12•o/c LI HOP B.NE TOP PUTS B-Asa couuDN(Jy.D3' sz1 B" Pp art E OCALA FLORIDA W MFG 12-Ya l3l'NILS LAP SPLICE LIEcmmCnlrnT[Ba OPnBN4 12-Y u GAGE suPLES .� , . �,,�,,.� 3082 NE 24TH STREET o "�- .Im¢Psso.IaAVns6vno'noeB.cAa�ssruuBe OCALA FL 34470 3-Bd COMMON(1111-4.131) -.�.`' sEGIBEDATIrvTEFNnts rvOT E.e[EdrvoerF.•^•_ 9.BLOCKING BE7WE01 J06 3'T5 OR TRUSSES 1- .O.IJI'NABS TOE-NAIL eorvram-vevn:n wrvweTORs sa>:Dw 10 TOP PULE 3-J'14 GAGE STARES '"� © va NAnara mAxc srwLeC BE=UIiEB WTBN,:INCP © RrA eon.c.BlrveT.nrnrve,moT,�R uetE PRLVECT.• LOFTED Bd(2J5'.0,131106'1/. t�.� - :E�xcAw.sew T�E� s,IsswBBrdccralE BARN 10.RIM JOIST TO TOP PLATE J'.0.1l1'RNLS 0 6•o/c TOE-Nll O S /-'✓' D �. 3'14 GAGE STAPLES 0 B'o/e Case A \ rMItNM No:IF ' e WA 2-16d(V.0.1621 w ' © `• ELECTRICAL WIRING DIAGRAM FASTENING SCHEDULE/ ND LOADING /ND INTERSECTIONS 3-3'4131'NJLS 11.TOP PLATES,LAPS FACE NAIL ''�C/�Y b w w.oru 3-J'14 GAGE STARES _ 12.CONTINUOUS HEADER(2)PIECES I6d COMMON(W.0.I621 16•o/c ALDNC EDGE Case B OPTIONAL FLOOD VENT DON VAN R P.E. SPECIALTY STRUCCTT URALL E2IGNEQi 3-Bd COMMON(W.03311 . 13.CEILING JOISTS M MBE 5-J10.171,N1L5 TOE-NAIL "•""'drt"4q"°' 5-3.14 GAGE STAPLES 14.CONTINUOUS HEADER To STUD 4-U COMMON(DB.0.1311 TOE-NAIL ALTERNATE DESIGN SOLUTIIONNSS 3-Bd COMMON(71f'.0.1311 A,f / i �i �` ,nnxlDauTmmalsauro¢wM 15.BUTLER TO RATE3-J'A.IJI'WAS TOE-TIME 14 GAGE STAPLES M.`-` '� •• "/ .� iti 2-ea couuaN(nL•m.u11 QVCA'EE M S107 W Pt KDO AOk 16.r DIAGowu RACE To Ea solo n 2-rm.ul•WMLs FADE NAIL ~ '�,,a...• a•..."_......�..... PREMIER PORTABLE BUILDINGS RATE 3-J'14 GAGE STAPLES ,, �/ - 317 EAST STATE LINE ROAD SOUTHt6d(5}'.0.1l51 0 24' 0 24'o/. t WWW.P EULTON�TN 38257 17.BIAT-UP CORNER STUDS 3.0.131'NAILS 0 16 o�e 0 16'o/c WM1YI.PRENIERBUILDINGs.Us Y 14 GAGE STAPLES 0 160 o/c O 16'o e '" F{ - L 7 �k:= V.. ?'•� 1 i. �t FfVISgN DESCIEP'TIDN LUTE By god(4.0.1921 0 327 o/= I f 3.4131-NMLS 0 24-o/. FACE NFL 0 TOP 0 BOTTOM STAGGERED Gable Roof(�<_7D) Gable Roof(7a<D<_45') I, _ ' _ { AN I 3'14 GAPE STAPLES 0 24'o% ON OPP.SIDES _.I _. _. L 18.BUILT-UP GIRDER AND BEAMS 2_20d COMMON(4-0.1921 FTUDBB ICBB.a]1 J-1'.0.131'N1L5 FACE NAL 0 M AND AT EACH SPUCE COA;PDYFitT AT1D CLADCUED PRESSURE J-Y 14 CAGE STAPLES _,. _ L - - ---I DATE: 12.14.20 7164 J-10d COMMON Y.O.1481 G.F.I. �+ ctme l e l PROTECT NO.: 1JH ( Nd1�--0OAO DO DRAWING Bf: JH 19.COLLAR LIE TO RAFTER 4-3'aO.IJI'NAILS FACE NAIL OUTLET A,Ey WUUNO BE 14 GGC 3-WARE MC CARE p l �t �' 4-3'14 GAGE STAPLES N ©i -FHGASE IN A1L 4ETI1 90XES- {, { q SOURCE 2-IBd COMMON(W.0.1351 VA 20.ROOF RAFTER TO 2-DY MIDGE BEAM 3-3•.0.131•NJLS TOE-NM OR FACE N11 L WIRING DIAGRAM ( I I' C�'y',.;,y, l C-2 ,.'r \oFos 3-J'14 CAGE STAPLES u[awW 1 dp,1T, s 3-I6d COMMON(ST.D.1351 = ..Iw�a: IITAT e _ I4) u _._.. i. BT�/J )! c 21.JOIST TO a0q JOGI 4-J10.131'NAPS FACE NNL 's..I, ':,o�eta ar ly�g 4-3'4 GA E STAPLES _-- APPROVAL FL17588-R1 n sae%ON.....� 2of 6 AREA FOR APPROVAL STAMPS I-Y m Bob'u IY oW,Y a(Alpw! IR-0'at[ �B 3L D6VL!/4] 11 IY4 IQ sob'u 16 W,Y PaamlR Y-tl Y-d Y-e Y-B' >. r-C t r-C11 {IboRh1A6i i RMa IV]a! 9 1; b P.i.al M.11 Ro04 � ]o61p a Ir°/.we 8'-0" WIDE 8'-0" WIDE w/ WINDOW 8'-0" WIDE w/ DOOR 8'-0" & 10'-0" WIDE wwPn 7 ENDWALL ELEVATION B ENDWALL ELEVATION B ENDWALL ELEVATION 1 FLOOR FRAMING PLAN A_I ,/'.,-0 p_, I/.-I'-0• p_, w]:,/°.,-0 ar�t�K. Im xot scull ro+.ml pssl IYd m m'4 n Ill'a If aWalls IY4 R ••".`•.•"' 11'-Y m aY/I a IY aR Ir IY4191" 11•d� TN!tlxum°nrm�ee"or o.eear rlrc IY-v m Brc a la'oa IY Pama:rs peRmremeN]oprne sromolPmaea 11•-0-Vtt �b Manulo.turta BUllalnp Rulea6Hepularlau ,.m' CMBI.Typa VB IY-P m 6Cd n IC W IY Blowam II'-Y R RA. •_I Y-0. OmpemY"h4ty ,•-r r-c r-r r-0' r-r 2-0• -c a ' -0•'-' uwrea Pm":I Plre Rawo E.t wm"o 4 wutavalom,:no Dart) 11 n ww SUP o+ rzn p-1 R'tlieN dm,SMP 8'-0" WIDE w/ DOOR 10'—O" WIDE 10'-0" WIDE w/ WINDOW iBoiBm;i oMa•11- Ill ENDWALL ELEVATION I, ENDWALL ELEVATION 2 ENDWALL ELEVATION p_, wu:I/Y.r-o• p-, une.q.••r-Y p_, scuo 1/nr-B. OCALA FLORIDA vr.ae M.p Rmn aB]s•Ill'./.lar. '•'�g=y 1.& OBA FLORA akMASHOP M G 3082 NE 24TH STREET (t,._n ra":a w aPraat ams OCAIH FL 34470 ae m am i.IY -0• B r-o' r-0• rc ra �r-0• rd -r r-0• r-r 11'-2, 12'-0", 14'-0" & PeaEcc WIDE FLOOR FRAMING PLAN LOFTED BARN p_, sue t/a-I•-o• loa xot swB Bwewc� 10'-0" WIDE w DOOR 10'-0" WIDE w/ DOOR 11'-2" WIDE FLOOR DECK FRAMING PIANS&DETALS ,3 ENDWALL ELEVA ON ,4 ENDWALL ELEVATION Is ENDWALL ELEVATION "' �`' "° "-' cuuIN-.I•_B. DON VAN STRUCTURAL PEER LllL;I I uwy I. 00101 ML SM9 S1mL BE rmm.,,�� BI.9FIOD Ai P@ fA9pPL F>�ly�(�j�`�y-IRy��l Y �]Im°�r.nw Y_r °- I.• ''�� Y-r �6�' ALTEANATEAEtsy6N50URI0NS n ma w<ramm"Im paq r-0• r-0• m. Bn m r-0• ra Bn m n Y-0' m. I"nxtwu Nim[si�.lVir'�uscca ffi PalOaa.smu w par o-n onnBa aPoa ENDWALL ELEVATION °° ° A SIDEWALL ELEVATION EAGWMAG SMAM PROW FM w•r.I/411'- p_, BGN:1/4••LJ�LJ I�L.Id oPpaC-! PREMIER PORTABLE BUILDINGS 11'-2" WIDE w/ DOOR 11'-2" WIDE w/ DOOR 11'-2" WIDE w/ DOOR 317 FAST STATE TINE ROAD :ow.OIPJ ENDWALL ELEVATION I7 ENDWALL ELEVATION ,6 ENDWALL ELEVATION SOUTH EMIERBFULTON TN GS.US A-] al BPrp Solt Iw] PROPOSED LOFT CONRGURATION KEY PLW 16 V(YAV.PflEIlIER6URDWGS.US w p_, EN t/r.r-o• p_, s_ac I/r.r-o• p-, EN REVISgN OE6[RBTION M1E Bt ITEULLil 4 EE MTE• 12.14.20 PROJECT NO.: 17164 DPAWN6 BY: JH cm Tn: MG D'NOA-1 d km,c l Vnmmeaaaaaua ama e-0 rp nB a�a waBma 12'-0" WIDE w/ WINDOW 12'-0" WIDE w/ DOOR 12'-0" WIDE w/ DOOR `f{�p� o ° PLA Ill ENDWALL ELEVATION 2D ENDWALL ELEVATION 21 ENDWALL ELEVATION s FLOOR DECK PLAN 6 ROOF FRAMING PLAN p_, mu r'I/f.f-a' p_7 SUlF:I/P.I'-0' A-1 ffNF:,/f.Y-C p_, YVL I/f.P-0" p_, 9'.VL 1/f.Y-0• -•��gy/ONR1.6��J 3 oT6 AREA FOR APPROVAL STAUPS Pu' SHEARWALL CHART JOIST CHART A agt�"/" UIL N OPENING WIDTHS IN MAX LENGTH OF BUILDILPBUILDING SINGLEJOIST DOUBLE JOIST 2r WIDTH ` T1�111suaRTsmePAIiELt ' � MEMBER SIZE MEMBER SIZE iw B'-0' Y-0'U11L 24'-0' 24'-0' 24'-0' 8'-0' 21fi 2.4r� .- f 11' tf !f !1' M' Ir m' Ir 11' 3C8'-0' 22'-0' io'-0' 16'-0' 10'-0' 218 216 S-O,IN. 30'-0• 1'-2• 2.8 2.6 10'-O' JC-0' JO-0'IT-W 20'-0• 12'-0• 216 2.612'-0" WIDE w/ DOOR WIDE w/ WINDOW 14'-0" WIDE wl DOOR 9-0'VAX. 32•-0• 14'-0• 200 21B R ENDWALL ELEVATION z ENDWALL ELEVATION 3 ENDWALL ELEVATION tf-2' 6'-0' 26'-0' Ifi'-0' 20 2w111 psi A-2 svu:I/1•-ra• A_2 rv[:I/ra-0• A-2 s 1/4 -o• ID 9'-0' 21V-0• 10-0' 20'-0• r•.d« 12 rnl.ae,.mewm:m eerleea,m. A`t ° 3'-0'U1% ]6'-0' xeaar"mem,ymeslvfeojFrond. IyAa 9-0, 3e-w monvl=�."e e.nm.v RuteP S Rev.mnm" Cm"L TYDa VB 12'-0' 6'-0' JD'-0' omP"n:uoary { nmm,'ww.:o �. % "-tl 72'-0' 14'-0• 21r-0' wad Vabary.l2o lVuq Ian a:1Mm-m -0'ox W'-0• F"or LNe cnea:126Par 1' I"- le 1 }I' IC31' -0' App w DIla 01111R031 i 40'-0• sw RIMeN Olm, 14'-0' 9'-0' 24'-0' 6'-0'U4Y 40'-0• 16'-0' /0'-0' 4W-0' 14'-0" WIDE w/ DOOR 14'-0" WIDE w[ DOOR 16'-0" WIDE w/ WINDOW 4 ENDWALL ELEVATTION pfiz ENDWALL ELEVATION A72 ENDWALL ELEVATION A2 f. t�tr amp atmallmfwa.rd. OCALA FLORIDA SHOP 1 %x "rmnN amvra%uiu vex[mmap1 a oaa"®wns n DBA FLORA MFG 3082 NE 24TH STREET 12 Ail' ' v i Imntols ox,�a mu a{wx ounmas wu a a�al,K Nw OCAIA FL 34470 trout IFDP ro 4vnf Pua V as:f u0 mus IDC01RBJ1°r61WBCM5f111LL IHm W3lAIn"n0 000"®Al r MM"®[WI100.OfERI..lM66 N m[.Nl R LL[41 Jr Da)K 1a0t IDi1N d.LInG PECK• 1. taa.slm sn"s awl W PASID®ass m awsll an oaaa® LOFTED BARN �. / Iws.rdl Nrm us Te%amla ru Pun m¢s . I I I ' a• le Ir I sr fr 3f 2f 2f a• ! rr tf u• a• Ir ra• Ir "• ! al stw DIP) III SECTIONS&DETAILS P.I.n1Ftta Of0 G "°O1 tom"k1g1O16 alsw(re.) DON VAN GERVE,P.E. e/10 awd toe wss 16'-0" WIDE w/ DOOR 16'-0" WIDE w/ DOOR 16'-0" WIDE w/ DOOR 131 Ll m D)�4..ay.E7 SPECIALTY srRuctuRu ENGINEER 7 ENDWALL ELEVATION 6 ENDWALL ELEVATION fi ENDWALL ELEVATION :: A-2 rxs:I/f-f-o• p_2 •%i I/rn a' A-2 —I/f-I'-o• ffi zl�i rm I°�'a�.v al rug mos Dro.) out w,os 13 DS 1TB1NAlEk0SICNSOWTIONS ono Ismas n ta.twm ro sn A-' a�1!lar vom a"na a 12 car.>w lua¢aca emon aro�n�c.• aaisiiall CORNER .nn uNA mivasaUoosoa naOO®18 mL ro IW35./ d Pl.9ro �� / s)nlsfPu anaosl"m1T%) +2 SKID TO JOIST DETAIL 1J CONNECTION DETAIL +4 WALL TO RIM JOIST 1DOMMUMSVWaFROMMFM taw am sloNa./mos.N t p-2 wu:f-I/r.l-o• p_p swe l-fp•.r-v p_p suu:l-t/3•.fa• d.oa sr"txws¢rP�ox PREMIER PORTABLE BUILDINGS PN¢t ma./stms.fr d•� t. vs IOIESa vats A-I 1.ft im urr vca nu us[rm"tauema a Na"fapl Im 9sel 317 EAST STATE NE ROAD V 1 mlmc ra.ac rnmmla xot ccxr.a tw wa[ SOUTH EULTON, N 362 57 IYNW.PREIIlER6U1LDINGS.USUS N'IP F6avNsv Naoas aw"a N meat P.T.noon toms fQVI610N 06tlUP11DN I DATE Lffy BALyyy I, C-o'ro lyd"fr o"Ir.cmolrs L 9dIL1�1 - m P.t.Sri 23 smn NA tea—�ii fid&'GWa^ M P"-ocfmm 1 w SECTION °'°"° n SIDEWALL FRAMING "�' Dom wenu A-2 scut I/f-rc p_2 w...fH'-r-o• 1�rc�u s.x a srua PATE• 12.14.20 11016 a vms A-f s A-0 tm�rt �roEwr m a erAAtro to r-r mx w,t 6/A-If car.a tw nae °Aa'i. Itui PROJECT NO.: 17164 nnmluw"ar son qu4a M anmc wlml s awt 1r N N1LiN Ro tx oema DRAWNG BY-. JH 1 Sn fASIfA"6p�n[M Nl fA90.Na Xat ".®1 J R M 9r/lRUI GM"B IaL N91FD a RB 9�. CIK B(: OVG 1Wllan uu 61m VDtIr.Q VIl SM ON ND.:A f/� IIQ lr ttl"a S �� SnG IaM10n a.�` VA menial" �� flfrt"dR;p t� +6 TOP PLATE SPLICE DETAIL 16 SPLICE CONNECTION DETAIL --1II =; Sree'cPW A_2 swc I-I/r-r-a• A•2 v.,..I-I/r-r-o• I �\ oD g`,. J .;�ejo�eao°.•. 4°t6 AREA FOR APPROVAL STAMPS RLOA AYB IIAdY JDat ' aE a ra RD IA P.T.9m IA P.L 901 Ira ad9 mlwlen�m�e m wain / aom m m—mna Ir—i / was Y r Nc DMmUr r r min sws law na ma mro s® r-c lx 1H snrY 1100e Y r-r lac be slsa 90n Y u mPamo msw uaraascausa a sin IArO®./tm was. a sin IWD®./Im was r do sw[utD tin Y mnal r do slrmm rm.mnw UI r nv oY bl F1Int OR./IO 11)0'SdPSa! be Fllln[OR./19 iWR 9.®n alai uW� iR14 A31f1 nl)I a�- mo �kr OPTIONAL BLDG. SKID BLDG. SKID TOP Itmo OPTIONAL TOP R psi I ISOMETRIC DETAIL 2 ISOMETRIC DETAIL 7 CONNECTION DETAIL 3+ CONNECTION DETAIL ; p_y swD xrs. p_} yw[:xri p_y vie I-t/r.r-r p_y swe I-IR-.r-r Tnll dnvmmemeea eee cede ene Revulmnena qNe Stvte ojFlpNdv ��NORM1 a yes LI G-a�� ](j' Monte nertdaulldlnp RWeF a Repulvefans NeaY0M1 IDI 9pM IWL WmLTry¢VO L IKIOac.N®4L eW aLL fAS1Fwc Ya 1{•IROI! Omperx yUtdry OLv.eC Fbam:t wsa[namaRaD IgRRf6 lldlm a rrt am p•ma! ./1P mnl[.DCYR13 aal FM RVIYq EIS V!v➢e:0 Nand ValRyIy.170IWn) ain61 DaROY YIYaR Plena:LOMd-N a Nfw01 aam I Haml Fbcr LNv lmd:ladpr a�Ski wJS.r qv DrPJ Appm+d Date:O1111f10a1 RNAeN O'd�5MP Ipu mo DOUBLE WINDOW DOOR DOOR DOOR 4 TRUSS DETAIL ,-* HEADER DETAIL 6 HEADER DETAIL T HEADER DETAIL B HEADER DETAIL OCALA FLORIDA SHOP p_y scYe I-In••r-s. p_y sou:s'•Ib• p_y sam s.rb• p_y sam rn'-Y• p_y stun DBA FLORA-BAMA MFG 3002 NE 24TH STREET mY� OCALA FL 34470 L to iYnmanm au tpsltwm PREVIECT.• LOFTED BARN f0 a Irwa TYPICAL DETAILS 0 p o DON VAN GERVE,P.E. o SPECIALTY STRUCTURAL ENGINEER 0 0 0 0 0 0 0 0 m sps.4d alwbs'am xus DmeYL Irwin HJ tIDIXL lYwp 01 mmwL lamt R)nIaV.Y IFn Rw �i IYe v Irmw alum pm wu u alcrw•ax wYs IY am was u Do a IF!nu w DmmuL IQpFII le)alld'bY Din a leas ,/.IrmY m Part m m Y(q aleYu'lam was u La was a Dm a irwm w IrFm Do a Irwin w ro r mm ra lWlr nwuwrwYdm dwr was u wgwlpF.i e3ex113Rmane m ¢ATERNATED>ESIGN SOIMTIGNS WINDOW WINDOW HEADER ENDWALL MNMW 9RV,=PW00 ire 9 SILL DETAIL IO WITHOUT STRAP DETAIL 11 HEADER DETAIL 12 HEADER DETAIL PREMIER PORTABLE BUILDINGS p_y vL.,xu p_y scve xli p_y scYs:xIS p_y sau:xu 317 FAST STATE LINE ROAD SOUTH FULTON,TN 35257 inn Y4 xm WWN.PREMIERBUIIDRIGS.US REVISION I OESCRPIION DATE By DATE 12.14.20 PROJECT A'0_ 17164 ORAWNC BE JH laaw DIP.) CKK BY.. BJG law RY OR'J DWG NO.: A-3 F p'e�'a4�4�a�C p f4/l iL>=0' 1 t Oyu OTMn R ,�'^ ,3 METAL ROOFING SCREW PATTERN '°,se`•ax..... 5 01 6 ARFA FOR APPROVAL STAMPS 6 6 Ll r-0' S Imo¢AT TOR DfDaO 9.P{aRl A-' M 00�¢L[3 A615 a OIL m PtlWI 5 1. I W rm P.i.sw Ix ams p Iv�san ROOaa yae�vt SIP.p I . ADPI A6r�FW M6 Ff vr� I A pl.ms%Ix nos Am9 to v/v PAL P.i.em PV.1 61a0 OR P.i,hI mJ MI6 psi xm RP 1mT m m a em xos.Sfi mr s y 0 7 VM row ovvtLlaR RLas M I FLOOR FRAMING PLAN E 2 1FLOOR FRAMING PLAN A_4 wP i/M1Yb' M xm wus oa v l A 4 IH•I a oo xm u u reuw l rn,aeP omm er., me ReRulremew ofM)me sva o IFI/Prwrao ManufaRurtO aul101np Rule,&RepulvNvnv ' fmvt TxPa VB omv ywmy rve'➢0Y"nemo 170(V o w,mvvlmrr no rv.n) ® am a:wnee-za Pbw Llw Lwa:ix¢pm bpkAeN 011v,SSMP IROtI I I I OCALA FLORIDA SHOP OBA FLORA-BAMA MFG 3082 NE 24TH STREET ri1ENDWALL ELEVATION 4 SIDEWALL ELEVATION OCALA FL 34470 Ai .-,..I/r.r-a A_4 wu:gr.l'b' PRD/ECI.• LOFTED BARN ua As OPTIONAL PORCH PLANS,SECRONS h DETAILS DON VAN GERVE,P.E. oae¢ML$u vm>t m Dole[Mas A DaPRIs rta-vas vusv N•a sxnm mw a w��. SPECIALTY STRUCTURAL ENGINEER rb• •-r tm PIAx 000a nal a.ac _ h1 V WI 2. PORCH TOP PLATE DETAIL IL nIWm'iwl A_4 sal¢I-Irr•rb• rl��� � ALTERNATE DESIGN SOLUasRaS . mtawm�u m rxslvom Haut • Pllw'e`:"ns'.iuieer ' rP.ALimAAim¢aamuruaw s¢eia aM lar Aai ENpNEFRPlC SFRNCES FRONDED Fok PREMIER PORTABLE BUILDINGS I ® 317 EASE SERE I1NE ax ROAD SOUTH FULTON,TN.38257 mo txt _ WWW.PREMIERBUROINGS.US k iav w�ox moou�a"'xo mie¢Ass•wL m roa./W I.�IP wl IEVLSaN OES071PIIDN DATE I fiY nnw As mw omoa swat aovl omac lava m ooax ARIA./ sa¢RqL nos Aar se aE[e Vk+wP motL0011 Wnwaa my nub ` P.i.ROOR D6171a./W IM XUa 1 C v/e 9xLLam O'Mal bG[vl RrP.) MIO Im P.1.POM aul•rs Rn xsts Pao PA Itn euolo va nom Am (a)a61vs Nul rlmY xm Px.roa ��mr�vo9 vt nom anam./W nnl'rm'on W.•m spa�a xxe¢ PNO.; I71CA wu aio ua woR Aar m m As rm vi.vov fi4G 1a1 A61 �fP� �9.•� OPTIONAL PORCH '"°' OPTIONAL PORCH s SECTION DETAIL rTVOST TO RIM JOIST DETAIL B POST TO TOP PLATE DETAIL A_4 SC.uf I-,rr•I'b' A-4 SauL 1-Irr•1'-a A_4 vur.R15 6 oE6 �tcrOck. psi PREMIER PORTABLE BUILDINGS MASTER CALCULATIONS - 170 MPH EXPOSURE 16' Max. Width x 60' Max. Length 2020 Florida Building Code i DESCRIPTION SHEET # DESIGNLOADS.............................................................................................1 I A„ DIMENSION..............................................................................................2 C & C..............................................................................................................3-10 MWFRS...........:.......... .... ......................... ....... ........ ...... .... ......... .... ........ .........11 COMPSTUD.....................................................................................12-15 T1-11 SHEAR WALLS....................................................................................16 LP SHEAR WALLS SHEARSTRAPPING......................................................................................18 SIDEWALL STUD..............................................................................19 PRESCRIPTIVE SHEATHING REQUIREMENTS.....................................20-21 CA N�/5217 - 'STATE OF` Q ,� i�iFS•,<,O'R��Q. N:A�E�� i i I PE SEALS COVER PAGE PLUS 21 PAGES. 0 i i ru+tek psi .a„��er.,aswrw.,rxroa� wnrw�ue �rwsy rw'�ww��a vmev.nur.imroa �mroini�iimi xwbom sa DESIGN LOADS FLOOR: 50 P.S.F. LIVE LOAD 4 P.S.F. DEAD LOAD ROOF: 20 P.S.F. LIVE LOAD 7 P.S.F. DEAD LOAD WALL: 3 P.S.F. DEAD LOAD LOFT: 40 LIVE LOAD 4 DEAD LOAD WIND: 170 M.P.H. EXPOSURE C CATEGORY I FACTORS: 0.9 D.L. PERMANENT 1.15 REPETITIVE 1.25 L.L. ROOF @ 7 DAYS 1.6 WIND&SEISMIC 1 DAY FLOOR SIZES 8.00 FEET = 96 IN WIDE 10.00 FEET 120 IN WIDE 11.25 FEET 135 IN WIDE 12.00 FEET = 144 IN WIDE 14.00 FEET = 168 IN WIDE 16.00 FEET = 192 IN WIDE WALL HEIGHT: 6.50 FEET WALL O.C. 24 IN OR 16 IN ROOF O.C. 24 IN OR FLOOR O.C. 16 IN OR I ROOF TYPE: GABLE ROOFS 7° <6<_20' I 1 I (<3�1 vn Rnf.ldme-A µpv+mom:otn� ' SUBJECT MATTER: COMPUTES DIMENSION"a" FROM A.S.C.E.7-16 FOR BOTH WALLS and ROOF PITCH w 16.00 BUILDING WIDTH L 40.00 BUILDING LENGTH H 6.50 WALL HEIGHT j ROOF 4.50 RISE PITCH 12 RUN 6 20.5560 ANGLE OF PLANE OF ROOF h 9.50 EAVE HEIGHT/MEAN ROOF HEIGHT a= 1.60 10%OF LEAST HORIZONTAL DIMENSION a= 3.80 0.4h a= 1.60 SMALLER OF ABOVE 2 BUT NOT LESS THAN EITHER OF THE 2 CALCULATIONS BELOW a= 0.64 4%OF THE LEAST HORIZONTAL DIMENSION a= 3.00 FEET •a- NSWERIN.FEET o ,: 1a ai. - n o.6t1 _ � 1 U?il. 1 r-: t T t o 0.6h 1 1 I t 1 t 0.611 •t._ I I ! 1 ricv,�nvv PLAN PLAN F,ig 30 3.1 Flg 30:3-2A Fi 9;30 3�2B-D j i 2 ps6 r�va wa�+m tvm :�o.t ovnnm I i I SUBJECT MATTER: COMPUTES A.S.C.E.7-16 WIND LOADS ON BOTH WALLS and GABLE ROOFS 7"<9<20' WIND LOAD: 170 M.P.H. For 3 Second Gust CATEGORY: I TABLE 1.5-1 PAGE 4 EXPOSURE: C 26.7.3 OVERHANG: NO j ENCLOSURE CLASSIFICATION:ENCLOSED HEIGHT ABOVE GROUND 9.50 ----------------------------------------------------------------------------------------- I q=Velocity pressure evaluated at height"Z"above ground in Ibs/ft2=0.00256 V=Velocity in miles per hour squared KZ=Velocity pressure exposure coefficient at height"z"above ground Kzt=Topographic factor Kd=Wind directionality factor LF=Load Factor q=.00256(KZ)(KZt)(Kd)(VA2) KZ = 0.85 TABLE 26.10-1 Kn = 1.00 26.8.2 ! Kd = 0.85 TABLE 26.6-1 q=47.35 V = 170.00 WALLS GCP AREA= 24 INCHES O.C. SPAN IN FEET = 6.50 EFFECTIVE WIND AREA=THE LARGER OF EQUATION#1 SPAN TIMES O.C.SPACING 13.00 Sq. FEET EQUATION#2 SPAN TIMES SPAN/3 14.08 Sq. FEET LARGER AREA CONTROLS EFFECTIVE WIND AREA= "A"= 14.08 i 3 i i Pal AREA MULTIPLYING COEFFICIENTS For Walls of Components & Cladding Figure 30.3-1 Page 335 GCp Minus Zone#5= -1.35 GCp Minus Zone#4= -1.07 Plus Zones#4&#5= 0.97 GCp;Plus 0.18 GCpi Minus -0.18 PW=PRESSURE IN LBS/SQ.FT. Zones#4&#5 Wall PW= s 4I(GCp)-(GCpi)l ELEVATION -72.3 p.s.f. ZONE#5 for WALLS -55.3 p.s.f. ZONE#5 for WALLS -59.4 p.s.f. ZONE#4 for WALLS -42.3 p.s.f. ZONE#4 for WALLS 37.6 p.s.f. ZONES#4&#5 for WALLS 54.6 p.s.f. ZONES#4&#5 for WALLS I i i 4 psi v.wu..z=u�erumr rf�+ e�Ma Nna9�flw+. pace fm.f wee�1mlNm1 lew-M f�lrnr /ypvq DYx OV1f40if 8 WIDE BUILDING j ROOF GCg AREA 24 INCES O.0 SPAN IN FEET = 4.00 EFFECTIVE WIND AREA=THE LARGER OF EQUATION#1 SPAN TIMES O.C.SPACING 8.00 Sq. FEET EQUATION#2 SPAN TIMES SPAN/3 5.33 Sq. FEET LARGE R AREA CONTROLS i EFFECTIVE WIND AREA= 8.00 AREA MULTIPLYING COEFFICIENTS 0.6h For Roof of Components& o zh r- ? , Cladding Refer to Fig 30.3-2A-D pages 336-339 OOiOO ' 0 'OOiOO ' 0.6h GCp Minus Zone# 1 = -2.00 r 0.6h GCp Minus Zone#2e= -2.00 , i L_ -.__j GCp Minus Zone#2n= -3.00 PLAN:. . . ... i GCp Minus Zone#2r= -3.00 GCp Minus Zone#3e= -3.00 GCp Minus Zone#3r= -3.60 1 GCp Plus Zones ALL= 0.98 Fig.30.3-2A GCp;Plus 0.18 i GCp;Minus -0.18 Q, -r -1 -.r.-�:T . Pr=Pressure In Lbs/Sq.Ft. Roof I I I f i i I I 1 -103.2 p.s.f. ZONE#1 ROOF I l I d -86.2 p.s.f. ZONE#1 ROOF -103.2 p.s.f. ZONE#2e ROOF I I I -86.2 p.s.f. ZONE#2e ROOF -150.6 p.s.f. ZONE#2n ROOF I I` I I. -133.5 p.s.f. ZONE#2n ROOF I I I I -150.6 p.s.f. ZONE#2r ROOF 1- !-_ L i. -133.5 p.s.f. ZONE#2r ROOF O (_ lr 6- rr -150.6 p.s.f. ZONE#3e ROOF PLAN -133.5 p.s.f. ZONE#3e ROOF -179.0 p.s.f. ZONE#3r ROOF Fig.30.3-2B-D -161.9 p.s.f. ZONE#3r ROOF 38.0 p.s.f. ZONE#1 #2#3 ROOF 55.1 p.s.f. ZONE#1 #2#3 ROOF 5 I rRtvtek psi A.v+�a�s�.irsa a 10 WIDE BUILDING ROOF GCg AREA 24 INCES O.0 SPAN IN FEET = 5.00 EFFECTIVE WIND AREA=THE LARGER OF EQUATION#1 SPAN TIMES O.C. SPACING 10.00 Sq. FEET EQUATION#2 SPAN TIMES SPAN/3 8.33 Sq. FEET LARGER AREA CONTROLS AREA MULTIPLYING COEFFICIENTS EFFECTIVE WIND AREA= 10.00 AREA MULTIPLYING COEFFICIENTS 0.6h For Roof of Components& Cladding Refer o"t' to Fig 30.3-2A-D pages 336-339 OO 0 O '0i0 0.6h GCP Minus Zone# 1 = '-2.00 GCP Minus Zone#2e= -2.00 GCP Minus Zone#2n = -3.00 --O -J GCP Minus Zone#2r= -3.00 PLAN' GCP Minus Zone#3e= -3.00 GCP Minus Zone#3r= -3.60 GCP Plus Zones ALL= 1.01 Fig.30.3-2A GCP;Plus 0.18 GCP;Minus -0.1• -�i=-Imo!;-- Q ..Q. 3r 0 IG Pr=Pressure In Lbs/Sq.Ft. Roof I 1 I I I 1 t -103.2 p.s.f. ZONE#1 ROOF -86.2 p.s.f. ZONE#1 ROOF I t 1 -103.2 p.s.f. ZONE#2e ROOF 01 AD 10 ?r • QI i D -86.2 p.s.f. ZONE#2e ROOF j -150.6 p.s.f. ZONE#2n ROOF -133.5 p.s.f. ZONE#2n ROOF 1P I I t -150.6 p.s.f. ZONE#2r ROOF -133.5 p.s.f. ZONE#2r ROOF 3r . ® J©_a L© 101 -150.6 p.s.f. ZONE#3e ROOF PLAN -133.5 p.s.f. ZONE#3e ROOF -179.0 p.s.f. ZONE#3r ROOF Fig.30.3-213-D -161.9 p.s.f. ZONE#3r ROOF 39.1 p.s.f. ZONE#1 #2#3 ROOF 56.2 p.s.f. ZONE#1 #2#3 ROOF 6 I I VMk psi w.a raewmm..ees».wmw. 11.25 WIDE BUILDING ROOF GCg AREA 24 INCHES OC SPAN IN FEET = 5.63 I EFFECTIVE WIND AREA=THE LARGER OF EQUATION#1 SPAN TIMES O.C. SPACING 11.25 Sq. FEET EQUATION#2 SPAN TIMES SPAN/3 10.55 Sq. FEET LARGER AREA i i CONTROLS AREA MULTIPLYING COEFFICIENTS EFFECTIVE WIND AREA= 11.25 j AREA MULTIPLYING COEFFICIENTS �_. .0.Gh For Roof of (DINo Components& O I Cladding Refer U Zh to Fig 30.3-2A-D I pages 336-339 OiO� © i0i0 0.6h GCP Minus Zone# 1 — -2.00 GCP Minus Zone#2e= -2.00 GCP Minus Zone#2n = -3.00 GCP Minus Zone#2r= -3.00 PLAN GCP Minus Zone#3e= -3.00 GCP Minus Zone#3r= -3.51 GCP Plus Zones ALL= 1.02 Fig.30.3-2A GCP;Plus 0.18 GCP;Minus -0.1E cl it ( . 3t ,of ® IQ Pr=Pressure In Lbs/Sq.Ft. Roof I I I i I 1 -103.2 p.s.f. ZONE#1 ROOF -86.2 p.s.f. ZONE#1 ROOF I I I 1 -103.2 p.s.f. ZONE#2e ROOF 01 (1) le -86.2 p.s.f. ZONE#2e ROOF I I -150.6 p.s.f. ZONE#2n ROOF i I ( I 1 -133.5 p.s.f. ZONE#2n ROOF I I I -150.6 p.s.f. ZONE#2r ROOF l: -133.5 p.s.f. ZONE#2r ROOF I -i _.L-� iQ --'Q �. t-150.6 p.s.f. ZONE#3e ROOF 3e 3r 7r -133.5 p.s.f. ZONE#3e ROOF PLAN -174.6 p.s.f. ZONE#3r ROOF -157.6 p.s.f. ZONE#3r ROOF Fig.30.3-26-D 39.7 p.s.f. ZONE#1 #2#3 ROOF 56.7 p.s.f. ZONE#1 #2#3 ROOF r YtMek, psi 12 WIDE BUILDING ROOF GCg AREA 24 INCHES OC SPAN IN FEET = 6.00 I EFFECTIVE WIND AREA=THE LARGER OF EQUATION#1 SPAN TIMES O.C. SPACING 12.00 Sq. FEET i EQUATION#2 SPAN TIMES SPAN/3 12.00 Sq. FEET LARGER AREA CONTROLS AREA MULTIPLYING COEFFICIENTS I EFFECTIVE WIND AREA= 12.00 AREA MULTIPLYING COEFFICIENTS 0'61'+—f For Roof of Components& r' —_ —__ , _ Cladding Refer o.zh to Fig 30.3-2A-D j pages 336-339 OiOO � O 10'1 0.6h GCP Minus Zone# 1 = -2.0 ; 0.Gh ; GCP Minus Zone#2e= -2.0 GCP Minus Zone#2n = -3.0 O GCP Minus Zone#2r= -3.0 PLAN GCP Minus Zone#3e= -3.00 GCP Minus Zone#3r= -3.46 GCP Plus Zones ALL= 1.02 Fig.30.3-2A l GCP;Plus 0.18 GCP;Minus -0.18 a _. _Ia al_ �Ia . & . QI01 'D I©I Pr=Pressure In Lbs/Sq.Ft. Roof T � —r--�,T . -103.2 p.s.f. ZONE#1 ROOFt- -86.2 p.s.f. ZONE#1 ROOF I I t 1 -103.2 p.s.f. ZONE#2e ROOF ' I I g ?r I TQ -86.2 p.s.f. ZONE#2e ROOF -150.6 p.s.f. ZONE#2n ROOF t t t 1 -133.5 p.s.f. ZONE#2n ROOF I I I t -150.6 p.s.f. ZONE#2r ROOF l I I 1 -133.5 p.s.f. ZONE#2r ROOF 1_ _ _ L_ 1 -150.6 p.s.f. ZONE#3e ROOF a� Q ?r ?r n Q -133.5 p.s.f. ZONE#3e ROOF PLAN -172.2 p.s.f. ZONE#3r ROOF -155.2 p.s.f. ZONE#3r ROOF Fig.30.3-213-D 40.0 p.s.f. ZONE#1 #2#3 ROOF 57.1 p.s.f. ZONE#1 #2#3 ROOF 8 psi wmartMmaws�.a�eo ewe lm.memvxw<semw=� cad.rr�vs �r wn �w,o�veo xvev�nrv+u ��.cizwa oa�onvm mweme� 14 WIDE BUILDING i ROOF GCg AREA 24 INCHES OC I SPAN IN FEET = 7.00 EFFECTIVE WIND AREA=THE LARGER OF EQUATION#1 SPAN TIMES O.C. SPACING 14.00 Sq. FEET EQUATION#2 SPAN TIMES SPAN/3 16.33 Sq. FEET LARGER AREA CONTROLS AREA MULTIPLYING COEFFICIENTS EFFECTIVE WIND AREA= 16.33 i AREA MULTIPLYING COEFFICIENTS o•�'_I=1�- For Roof of , f Components& U 2 , Cladding Refer , .,. o h to Fig 30.3-2A-D i pages 336-339 0:0- D i0i0 i i I. 6.6h GCp Minus Zone# 1 = -1.94 i GCP Minus Zone#2e= -1.94 GCP Minus Zone#2n = -2.53 L- :_O GCP Minus Zone#2r= -2.53 PLAN GCP Minus Zone#3e= -2.53 GCP Minus Zone#3r= -3.01 GCP Plus Zones ALL= 1.08 Fig.30.3-2A GCpi Plus 0.18 a a a a GCp;Minus -0.1 E T..--.-I--r-_-r -.- P,=Pressure In Lbs/Sq.Ft. Roof t i L 1 I 1 -100.4 p.s.f. ZONE#1 ROOF -83.3 p.s.f. ZONE#1 ROOF ze l '.O I tr aI' O 10 -100.4 p.s.f. ZONE#2e ROOF -83.3 p.s.f. ZONE#2e ROOF I I I -128.3 p.s.f. ZONE#2n ROOF -111.2 p.s.f. ZONE#2n ROOF I I ( I -128.3 p.s.f. ZONE#2r ROOF I' I ► I: -111.2 p.s.f. ZONE#2r ROOF h 3�1'.o -1�� ',L�„- -128.3 p.s.f. ZONE#3e ROOF PLAN -111.2 p.s.f. ZONE#3e ROOF -150.9 p.s.f. ZONE#3r ROOF Fig.30.3-213-D -133.9 p.s.f. ZONE#3r ROOF 42.8 p.s.f. ZONE#1 #2#3 ROOF 59.8 p.s.f. ZONE#1 #2#3 ROOF i 9 psi row 16 WIDE BUILDING ROOF GCg AREA 24 INCHES OC SPAN IN FEET = 8.00 EQUATION#1 SPAN TIMES O.C. SPACING 16.00 Sq. FEET EQUATION#2 SPAN TIMES SPAN/3 21.33 Sq. FEET LARGER i AREA CONTROLS AREA MULTIPLYING COEFFICIENTS EFFECTIVE WIND AREA= 21.33 AREA MULTIPLYING COEFFICIENTS 0.6n For Roof of o Components& Cladding Refer 6.2h to Fig 30.3-2A-D pages 336-339 dd 0, '0i0 0.6h GCP Minus Zone# 1 = -1.94 , V O.Gh GCP Minus Zone#2e= -1.94 i L GCP Minus Zone#2n= -2.53 - -O -J 3 GCP Minus Zone#2r= -2.53 r��� GCP Minus Zone#3e= -2.53 GCP Minus Zone#3r= -3.01 GCP Plus Zones ALL= 1.08 Fig.30.3-2A GCP;Plus 0.18 GCP;Minus -0.1 f � - cJ 01 & ,10 lr -(a.. - .)e ? -.-1-- r-: -r Pr=Pressure In Lbs/Sq.Ft. Roof I ! I I I i I F -100.4 p.s.f. ZONE#1 ROOF I t I 1 -83.3 p.s.f. ZONE#1 ROOF ,� . Q tr 2r I Q' `IQ -100.4 p.s.f. ZONE#2e ROOF 1 -83.3 p.s.f. ZONE#2e ROOF I 1 -128.3 p.s.f. ZONE#2n ROOF I i I 1 -111.2 p.s.f. ZONE#2n ROOF I I 1 I -128.3 p.s.f. ZONE#2r ROOF -111.2 p.s.f. ZONE#2r ROOF Q ;: ;`I ,r 3, © .h0 -128.3 p.s.f. ZONE#3e ROOF PLAN -111.2 p.s.f. ZONE#3e ROOF -150.9 p.s.f. ZONE#3r ROOF Fig.30.3-213-D j -133.9 p.s.f. ZONE#3r ROOF 42.8 p.s.f. ZONE#1 #2#3 ROOF 59.8 p.s.f. ZONE#1 #2#3 ROOF 10 5i SUBJECT MATTER:COMPUTES A.S.C.E.7-16 WIND LOADS ON BOTH WALLS and ROOF FOR METHOD 2 MWFRS WIND LOAD: 170 M.P.H. For 3 Second Gust CATEGORY: I TABLE 1.5-1 PAGE 4 EXPOSURE: C 26.7.3 j OVERHANG: NO ENCLOSURE CLASSI FICATIO N: ENCLOSED HEIGHT ABOVE GROUND 9.50 P.=(1,)(Kzr)(1)(Psao) \=Adjustment factor for building height and exposure from FIG.28.5-1 Kt=Topographic factor I ! I=Importance factor P530=Simplified design wind pressure for exposure B,at h=30 ft, and for 1=1.0, from Fig. 28.5-1 1,= 1.21 HEIGHT AND EXPOSURE ADJUSTMENT FACTOR Kn = 1.00 26.8.2 LF= 0.60 LOAD FACTOR(2.4.1) A= 20.56 ROOF SLOPE I j COMPUTED PRESSURES BUILDING SURFACE LOAD CASE 1 LOAD Ci j"r. A 40.5 NA 11 0 B -8.9 NA (` C 27.2 NA E -33.5 0.0C . a� F -24.5 0.0C --'\ G -23.3 0.0C `"'" � -�f H -18.7 0.0C EOH -47.6 NA `" 0 GOH -37.6 NA !I i I 11 I psi x�m.uNwv.n H� Inenyaveeleu9®gRdn a F.pwWm SUBJECT MATTER: COMPOSITE WALL SECTION ANALYSIS USE: 43.40 (psf) LIVE LOAD AND 3.00 (psf) DEAD LOAD STUD SPACING 24.00INCHESO.C. I LOAD CONDITIONS w: 7.7326 LL+DL(pli) 6.250 WALL HEIGHT w': 7.2326 LL ONLY(pli) L: 72.000 INCHES TOTAL STUD LENGTH E: 1400000 MODULUS OF ELASTICITY DF: 1.60 LOAD DURATION FACTOR W: 556.74 TOTAL EQUIV. UNIFORM LL+DL(Ibs) W': 520.74 TOTAL EQUIV. UNIFORM LL ONLY(Ibs) PLYWOOD DATA GRADE:APA RATED SHEATHING EXT FINISH: UNSANDED PANEL STRESS DIRECTION: I PERPENDICULAR SPECIES GROUP: 1 ! NOMINAL THICKNESS: 0.37500 AREA(TABLE 1 or 2 OF PDS) 0.79900 EFFECTIVE THICKNESS: 0.27800 EFFECTIVE PLYWOOD WIDTH: 25.71429 N=Ep/Ew "OC MOMENT OF INERTIA: 0.00200 E x 1,000,000: 1.50000 JOIST DATA SPECIES: SPF GRADE: #2 WIDTH: 1.50 DEPTH: 3.50 A=(bd)= 5.250 Fb: 1006 S=(bd^2)/6= 3.063 E x 1,000,000: 1.40 1=(bd^3)/12= 5.359 Fv: 135.00 V=(W*L)/2 278.372 12 i PSI mxv„cxom,u�, w.,a Ana n+i ,<,siaw �.am�ovnmx, �eom,am I PART A d Ad y AyA2 to-o ------------------------------------------------------- PLYWOOD 1.7121 3.6875 6.3135 1.4610 3.6547 0.0020 JOIST 5.2500 1.7500 9.1875 0.4765 1.1919 5.3594 ----=-------------------------------------------------- TOTALS 6.9621 15.5010 4.8466 5.3614 10.2080 NEUTRAL AXIS=(Ad)/A= 2.2265 Ixx=AyA2+lo-o= 10.2080 Sxx=Ixx/NA= 4.5848 R1 278.37 REACTION(pounds) R2 278.37 REACTION(pounds) Mmax 5010.70 MOMENT(max) ------------------------------------------------------- SECTION,REQUIRED: =Mmax/(Fb`DF)= 3.112 < 4.585 OK ------------------------------------------------------------------------ j DEFLECTION,POINT:(Dp) 5 w LA4/384 E I = 0.08 INCH OK ALLOWABLE = U120 0.60 INCH ------------------------------------------------------------------------ SHEAR: I fv=(3-V)/(2•A-B) 79.53 P.S.I. OK ALLOWABLE Fv = 216.00 P.S.I. i I I i i i I 13 i i ps. SUBJECT MATTER: COMPOSITE WALL vtn�'1m MYI SECTION ANALYSIS USE: 43.40 (psf) LIVE LOAD AND 3.00(psf) DEAD LOAD STUD SPACING 16.00INCHESO.C. LOAD CONDITIONS w: 5.1550 LL+DL(pli) 6.250 WALL HEIGHT w': 4.8217 LL ONLY(pli) L: 72.000 INCHES TOTAL STUD LENGTH E: 1400000 MODULUS OF ELASTICITY DF: 1.60 LOAD DURATION FACTOR W: 371.16 TOTAL EQUIV. UNIFORM LL+DL(Ibs) W': 347.16 TOTAL EQUIV. UNIFORM LL ONLY(Ibs) I PLYWOOD DATA ------- _=GRADE:APA RATED SHEATHING EXT FINISH: UNSANDED PANEL STRESS DIRECTION: PERPENDICULAR SPECIES GROUP: 1 NOMINAL THICKNESS: 0.37500 AREA(TABLE 1 or 2 OF PDS) 0.79900 EFFECTIVE THICKNESS: 0.27800 EFFECTIVE PLYWOOD WIDTH: 17.14286 N=Ep/Ew OC MOMENT OF INERTIA: 0.00200 E x 1,000,000: 1.50000 JOIST DATA SPECIES: SPF GRADE: #2 WIDTH: 1.50 DEPTH: 3.50 A=(bd)= 5.250 Fb: 1006 S=(bdA2)/6= 3.063 E x 1,000,000: 1.40 1=(bdA3)/12= 5.359 Fv: 135.00 V=(W*L)/2 185.582 I I i i I i 14 €si PART A d Ad y Ay^2 to 0 I ------------------------------------------------------- PLYWOOD 1.1414 3.6875 4.2090 1.5915 2.8910 0.0020 JOIST 5.2500 1.7500 9.1875 0.3460 0.6286 5.3594 ------------------------------------------------------- TOTALS 6.3914 13.3965 3.5196 5.3614 8.8810 NEUTRAL AXIS=(Ad)/A= 2.0960 Ixx=Ay^2+10-o= 8.8810 j Sxx=Ixx/NA= 4.2371 I R1 185.58 REACTION(pounds) R2 185.58 REACTION(pounds) Mmax 3340.47 MOMENT(max) ------------------------------------------------------- SECTION,REQUIRED: =Mmax/(Fb'DF)= 2.075 < 4.237 OK ------------------------------------------------------------------------- DEFLECTION,POINT:(Dp) 5 w L^4/384 E 1 = 0.06 INCH OK ALLOWABLE = U120 0.60 INCH ------------------------------------------------------------------------- SHEAR: fv=(3'V)/(2'A'B) 53.02 P.S.I. OK ALLOWABLE Fv = 216.00 P.S.I. I I I i 15 ps! ��aF"Qd<ard�a Ma L'a�N lm9M av4�6 Fryutocbu �YUWI Fro F>pFIl w+Ka Vntl Vdra/Imryn� W¢il5p✓ µprod rsesaln VAN CALCULATES SHEARWALL LENGTHS BASED WITH USE OF 5/8 Tt-11 SUBJECT MATTER: FASTENED WITH OD COMMON NAILS AT 6"IN FIELD AND 3"AT EDGES BUILDING HEIGHT 6.5 FEET W:MWFRS ZONE"A" 40.5 POUNDS PER SQ.FOOT PLY VALUE SHEAR 740.00 POUNDS PER FOOT MIN SHEARWALL REQUIRED(h/3.5) 1.86 FEET MAX DIAPHRAGM RATIO 311 I AVAILABLE ENDWALL SHEARWALL LENGTH BUILDING WIDTHS 8.00 10.00 11.25 12.00 _ LESS O'OPENING 8 10 11.25 12 LESS 3'OPENING 5 7 8.25 9 LESS 6'OPENING 2 4 5.25 6 - LESS 9'OPENING N/A N/A 2.25 3 MAX.LENGTH OF BUILDING ALLOWED BY DIAPHRAGM RATIO BUILDING WIDTHS 8.00 10.00 11.25 12.00 0.00 ASPECT RATIO=WIDTH x ASPECT,RATIO 24 30 33.75 36 0 (PLY SHEAR VALUE) MAX.LENGTH OF MAX BUILDING (AVAILABLE ENDWALL) BUILDING ALLOWED LENGTH BY SHEAR WALL 8.00'BUILDING O'OPENING 5920 89.90 FEET 24.00 FEET 8.00'BUILDING 3'OPENING 3700 56.19 FEET 24.00 FEET 8.00'BUILDING 6'OPENING 1480 22.48 FEET 22.48 FEET 8.00'BUILDING 9'OPENING 0 0.00 FEET 0.00 FEET 10.00'BUILDING O'OPENING 7400 112.38 FEET 30.00 FEET 10.00'BUILDING 3'OPENING 5180 78.66 FEET 30.00 FEET 10.00'BUILDING 6'OPENING 2960 44.95 FEET 30.00 FEET 10.00'BUILDING 9'OPENING 0 0.00 FEET 0.00 FEET 11.25'BUILDING 0'OPENING 8325 126.43 FEET 33.75 FEET 11.25'BUILDING 3'OPENING 6105 92.71 FEET 33.75 FEET 11.25'BUILDING 6'OPENING 3885 59.00 FEET 33.75 FEET 11.25'BUILDING 9'OPENING 1665 25.29 FEET 25.29 FEET i 12.00'BUILDING 0'OPENING 8880 134.85 FEET 36.00 FEET j 12.00'BUILDING 3'OPENING 6660 101.14 FEET 36.00 FEET 12.00'BUILDING 6'OPENING 4440 67.43 FEET 36.00 FEET 12.00'BUILDING W OPENING 2220 33.71 FEET 33.71 FEET I I I 16 I I psi ReRu�me"ea ajrxsems ejAcne�. AwrvpesN e"nmq RWc a RepWu W m SUBJECT MATTER: CALCULATES SHEARWALL LENGTHS BASED WITH USE OF 318 LP SMARTSIDE FASTENED WITH 8D COMMON NAILS AT 6"IN FIELD AND 3"AT ec i� m�ou��am� wamaamsw BUILDING HEIGHT 6.5 FEET W:MWFRS ZONE"A" 40.5 POUNDS PER SQ.FOOT PLY VALUE SHEAR 336.00 POUNDS PER FOOT MIN SHEARWALL REQUIRED(h/3.5) 1.86 FEET MAX DIAPHRAGM RATIO 3/1 AVAILABLE ENDWALL SHEARWALL LENGTH BUILDING WIDTHS 8.00 10.00 11.25 12.00 LESS O'OPENING 8 10 11.25 12 LESS 3'OPENING 5 7 8.25 9 LESS 6'OPENING 2 4 5.25 6 LESS 9'OPENING N/A N/A 2.25 3 MAX.LENGTH OF BUILDING ALLOWED BY DIAPHRAGM RATIO BUILDING WIDTHS 8.00 10.00 11.25 12.00 ASPECT RATIO=WIDTH xASPECT RATIO 24 30 33.75 36 PLYWOOD PLACED ON EXTERIOR OF BUILDING (PLY SHEAR VALUE) MAX.LENGTH OF MAX BUILDING (AVAILABLEENDWALL) BUILDINGALLOWED LENGTH BY SHEAR WALL 8.00'BUILDING W OPENING 2688 40.82 FEET 24.00 FEET 8.00'BUILDING 3'OPENING 1680 25.51 FEET 24.00 FEET 8.00'BUILDING W OPENING 672 10.21 FEET 10.21 FEET 8.00'BUILDING W OPENING 0 0.00 FEET 0.00 FEET 10.00'BUILDING W OPENING 3360 51.03 FEET 30.00 FEET 10.00'BUILDING W OPENING 2352 35.72 FEET 30.00 FEET 10.00'BUILDING 6'OPENING 1344 20.41 FEET 20.41 FEET 10.00'BUILDING W OPENING 0 0.00 FEET 0.00 FEET 11.25'BUILDING 0'OPENING 3780 57.40 FEET 33.75 FEET 11.25'BUILDING 3'OPENING 2772 42.10 FEET 33.75 FEET 11.25'BUILDING 6'OPENING 1764 26.79 FEET 26.79 FEET 11.25'BUILDING 9'OPENING 756 11.48 FEET 11.48 FEET 12.00'BUILDING W OPENING 4032 61.23 FEET 36.00 FEET 12.00'BUILDING 3'OPENING 3024 45.92 FEET 36.00 FEET f 12.00'BUILDING W OPENING 2016 30.62 FEET 30.62 FEET 12.00'BUILDING 9'OPENING 1008 15.31 FEET 15.31 FEET I I I I i i I i i I i 17 i s€ SUBJECT MATTER: CALCULATES SHEARWALL LENGTHS BASED WITH USE OF 7/16"OSB PANEL W/8d NAILS AT 6"O.C.IN THE FIELD AND 3"O.C.AT EDGES �inn �mgav,�mz� wameam,s8 BUILDING HEIGHT 6.5 FEET W:MWFRS ZONE"A" 40.5 POUNDS PER SQ.FOOT PLY VALUE SHEAR 630.00 POUNDS PER FOOT MIN SHEARWALL REQUIRED(h/3.5) 1.86 FEET MAX DIAPHRAGM RATIO 311 I AVAILABLE ENDWALL SHEARWALL LENGTH BUILDING WIDTHS 8.00 10.00 11.25 12.00 LESS 0'OPENING 8 10 11.25 12 LESS 3'OPENING 5 7 8.25 9 LESS 6'OPENING 2 4 5.25 6 i LESS 9'OPENING N/A N/A 2.25 3 I MAX.LENGTH OF BUILDING ALLOWED BY DIAPHRAGM RATIO I BUILDING WIDTHS 8.00 10.00 11.25 12.00 ASPECT RATIO=WIDTH xASPECT RATIO 24 30 33.75 36 PLYWOOD PLACED ON EXTERIOR OF BUILDING (PLY SHEAR VALUE)• MAX.LENGTH OF MAX BUILDING (AVAILABLE ENDWALL) BUILDING ALLOWED LENGTH BY SHEAR WALL 8.00'BUILDING O'OPENING 5040 76.54 FEET 24.00 FEET 8.00'BUILDING 3'OPENING 3150 47.84 FEET 24.00 FEET 8.00'BUILDING 6'OPENING 1260 19.13 FEET 19.13 FEET 8.00'BUILDING 9'OPENING 0 0.00 FEET 0.00 FEET 10.00'BUILDING O'OPENING 6300 95.67 FEET 30.00 FEET 10.00'BUILDING 3'OPENING 4410 66.97 FEET 30.00 FEET 10.00'BUILDING 6'OPENING 2520 38.27 FEET 30.00 FEET 10.00'BUILDING W OPENING 0 0.00 FEET 0.00 FEET 11.25'BUILDING 0'OPENING 7087.5 107.63 FEET 33.75 FEET 11.25'BUILDING 3'OPENING 5197.5 78.93 FEET 33.75 FEET 11.25'BUILDING 6'OPENING 3307.5 50.23 FEET 33.75 FEET 11.25'BUILDING 9'OPENING 1417.5 21.53 FEET 21.53 FEET 12.00'BUILDING D'OPENING 7560 114.81 FEET 36.00 FEET 12.00'BUILDING 3'OPENING 5670 86.11 FEET 36.00 FEET 12.00'BUILDING 6'OPENING 3780 57.40 FEET 36.00 FEET 12.00'BUILDING 9'OPENING 1890 28.70 FEET 28.70 FEET i I it I i i 18 I I .k4tL« psi 170 mph Exposue C Wind Lards I Sidewall Stud W= -273 plf L= 93 in Ke= 1 DL= 60 plf d= 3.5 in le= 93 in LL= 170 plf t= 1.5 in le/d= 26.57<50 OK Cd= 1.25 Spacing= 24 in Cf(Fc)= 1.15 Cf(Fb)= 1.5 i Fb psi Ft psi Fv psi Fc-L psi Fc psi E psi Emin psi #2 SPF 875 450 135 425 1150 1400000 510000 Qty A(inA2) S(inA3) I(inA4) F'b psi Pc psi Bearing Capacity 1 5.25 3.06 5.36 1887 1653 2232 I Axial Compression Axial Qty RE psi ac Cp F'c psi fc psi fc/F'c Capacity 1 594 0.36 0.33 541 158 0.29 OK 2840 Ibs Lateral Bending(C&C) W= 41.05 psf I Qty M(in-Ibs) Pc psi fb psi fb/F'c 1 7397 2415 2415 1.00 OK Combined Stresses Max Load Max Span Qty Axial Lateral Combined (ibs) (in.) 1 0.29 0.67 1.00 827 44 I I i I I i I i 19 I I i s) �mrou��mesrmv o/Aw✓o �w�mv�ew,ueaxw�.se<awww , om�r-ten ,ro„e 2018 Wood Frame Construction Manual Prescriptive Sheathing Requirements. • Taw!Ai Wahl; and Cladding Attachment EXposure C. Requirements for.Wind Loads Wind SPeetl - 34ecopd gust. ' 40 95 100 105 i20'_`:.I15 120, 130: 140 150 166_ 70 ;11i0 l95 'See Figure is STRUCTURALSHEATHING: E. A `E IT 'E 'F I E 1,F.1 E "F I'E' FIE sF E -F `E F E ;F -E I F. E Stud Spacing _ Sheail ing Locations; nches,o.c.j Nlakimum Nail Spacrn946r 8d Common Nails or lOd BoX Nails (I 12 6; 12 ,6 12 '6 12 6' 12 6 11-61[ 12 ;6.12 6 13 6 12 ,6 12 '6:12 ,6 12 '6= 12 6' 12 InteAorZone i6 6. 12 6. 12612 61 12 6' 12 6 12 6 '1Z 6 2 12 6' 6 6 624,>_. . 612 6 12 ii 12 6 126 3 612 .6.;12 fi 12 •6,12 '.6 6. .6 6. 6 6: '6 6 6 6; 12. 6 12 6 12 6 12 6,12'6 12 6 12 6 12 6' 12'.,6 12 .6[12 12 6. 12 6 12 :6 1121 6 6: Perlrrieter,EdgeZoiie 16 12 6 12 •6 12`6 12 6: 12 6 12 6 12 6 6, 6 6 6 .6 6 6 '624.-: 6: 12;6 12 6. 12 6.32 ;6 12,6' 12 6 "12 6 :6 6','fi 66. .6, 6: 6. 6 <67 6 4 d. bbA46 SHEATHING orLAP S101NG .. ... -. r - - - - ---- SheathngSi ek Rafter/Truss50a 10 (inches,o,c.) Mlnimutn ZU ber'orad Common Nails or lOd Box Nads PecSupport 16 or.lx8 Sheathing: l?-24_. Z` 2 2 Z. 2 2 2 2-. 1x10ortarge77 r5heathing 12=241 3,. 3 - 3. 3 3:" 3 3. '_:3 3; i`:3 3`:: -3 3 . 3 --, E, - Nail spacing at pane)edges{inj F. - Nail spatIng_at ih ermediatg supports in the danil field-(in.) - 1 tcr.Wall sheathingwithin,4 f:eat of Ehe corners,the 47cot-edge,zone attachment requirements shall be used: Z Tabulated'nail spacing assumes sheathing attached to stud framing members with 0.42<G<0 49 .. 3 For.eicteriorpanei siding g*amxedbm Daps shall be permitted to be substituted for common nails:. I i 20 psi 2018 Wood Frame Construction Manual Prescriptive Sheathing Requirements. Table 3;13p Wall Sheathing Requirements for Wlnd Loads Exposure C Wind Speed ,3secondgtrst -100 "105f 110- 115 120 130. 140- -150� u - 17Q , 100 +195. (mdh) �SeeFigure'1.1) ; WOODSTRUCfURAC PANE Ls., , ...-. _. .. .,, -.... ::.(Stieugtfi�Airist•PerpzndictiWftoSu0064s} . . ... .. .Sind3padng Mtn(mum Panel Span Rafinga' (►ocher o.e:) - -'(Mlnlmurtt Nominal Panel Thlcknes%in;):: 7 2n/0 29/0 24/6 12.29:- {3/Sf aX9)..,.f3181._ (318) I3/8) , (37$)'.. a(7/161'.. (//16)= `WOOD'STRUCTURA4PANEO' _:.Strength Axis�PerPendiculartoSup orts) __._ .:.. - scudspadng ivllnimum Panel Spin-Rating4 (inches,osc) _ (INInlmum Nominal Panel*&ness,in.) 77 24/0 2�/0 24/0 74/p ?A%U 24/6 7 24/13 24/9' `zA/0 24/D Za/0' ..'29/n 2:f/16 ,Za/lfi 12-2 (3 .- (3/8)3 3/8} (3/B} (3/8)•:_; 3/8) (B/8) (B/8), , (3L8) -:(3/8 '.r,13/8). .:{7/iG) (7/16). a - .WOOD STRUCTURAL PANELS _ - (Strength Axlsa Parallel to Supports► studspa;ing MlrtlmumPanefSpan'Rat ingas (inches,o:c i (Mlnlmuni Nominal'panel Thickness,In.) 24/0 ,"Z t/0 za/o za(o 24/0 za/o'; z 1/0', za/o za/o. 3a/0 24J0 z4/16 24J16'. 3211ti. 3/8)-i-•..(3J8)° {3/8).:...`.(3J8) _ (3/8 -(7/SG 24/0 24/Q Za/0 24/0 24/0 24/0•` 24/0' 24/16 32/16" 32/16• 32/i6 40/20•. ?i0/20 t 40120 i6• (3/8) (3/8) (3/8)' ' (3/8) (3/8) 1318) (3/8)7- (7/16)-=(15/32): (15/32) -(15/32}. .,69m3 ). (19/32). (19/32) 44/0 ZA/0 -24116. 32/16 3,2J16 ,32j10 ao/20-'. 40/20 40/20- -40/20 `48/24. .48/24 .46/24- j 24� (7/1B} (15/32), .(15/32). (25/32)r (Lg133) '(19/32) '(19/3'_): (19/32): ('23/32}: (23J32); (23/32) 1' Strength axis is;dehned as the axlspatallel to the:face and:backorieptation of,the}lakes or tie grain(yeneet);which is generally the long pane). direction.unless othetwise"markedr 2 Sfieathing shall ire plynrood vrith a or^more plies or D58. '. 3, tabulated Values assume a two•span,continuous condition.: 4 Minimim PS 1 or P5 2 panel span rating.Minimum nominal panel'thickness for a givenspan rating is shown in parentheses. 5. Minimim pangs sport rating is based on,olcuiatlon without use of increased values of cross-panel strength associated.with Structural.► sheathing.For-Stiucturatrsheathing,a smailerrequired span rating anii imalter nominal panel thitknksmay bedetermined by caicubtion% that accountforincreased cross•panelstrength. I I 21 Truss Design: LRFD design: max wind load from ASCE 7-16 fig 28.5-1 61.7psf uplift.(18o mph wind) 341n 671 Utility: L max=105(60%)/12=5.25 ft 2x4 @ 24" w=123.4 plf '" c;. 60/o comes from tie across truss bottom chord cuts s b .55 in C, 5 ( ) ( ), pan y 40/o U . 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. .41 7lem� -Bk UTILitY' " W4 iiiin .. . ro 0LITY.,. m"2'" Lofted: L max=84"=7 ft M=9070 in-lbs fb=2964 psi<3000 psi OK .jr UTILITY':.. ,1e1,UTILrfY.:'.:: I761121n.. .,....,.. .-,..: . 19 UTILffY .2M 1121n htCrtek. '8'UTILITY(N0:.80TTOM CHORD) psi 10'.UTILITY BOTTOM CHORD, - 141.UTILITY BOTTOM CHOW ml a .uee.Ik F.4vlrtmm"of me n.ee Arbrlee y i a � ManN✓RurceBullelpFul<+6 Fe0ulolbm ''"'1C1C1C1C1C f aL Tyra.VB 32'-UTILITY B,4.TTOli2 CHORD 16'UTILITY'BOTTOM CHORD .` Cm in —� H ids IQ Pwe:w�e-xa 1 Lwow meov��f ' - nkWN Oke,SMP ,red':. 13 Florida Truss Calculations ,I VAN f4- - 10-LO TFID 124 in 21 iZLO,FTEp. 1a5,n .. -* NQ ?517... * 14"LOFTED " 172In 1B'LOFTED: Win 9 STATE OF TRUSS DESIGN PREMIER PORTABLE BUILDINGSE ��?-