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HomeMy WebLinkAboutProduct Review For Compliance-intertek., Intertek-PSI Tel +1407 304 5560 1748 33rd Street Fax +1407 304 5561 ..PS Orlando, FL 32839 intertek.com/buildim SCAN December 17, 2020. Mr. Thomas Campbell Florida Department of Business and Professional Regulation . ��� �✓��� Codes & Standards Office REVIEWED FOR 2601'BIair.Stone Road, Building C `'ODE COMPLIANCE Tallahassee,'FL 32399-0772 ST. LUCIE COUNTY RE: Manufacturer: Premier of Prattville: (MAF10653)®CIC (2,, Agency Plan Number Lofted-20. Dear Mr. Campbell, Professional Service Industries Inc.; an Intertek company ("Intertek-PSI"), part of:lntertekl'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,1th .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 61G20-3 If you have any questions or require my assistance in any way, please do not hesitate to contact me. Respectfully submitted, Andrea Gagliardo Richard Olds, SMP-45 Department Manager Plans Examiner Building Science Solutions Building Science Solutions CC: Kenny'Johnson — Premier of Miami — kenny@premierbuildings.us FILE COPY �l? 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SHEEP NUMBER SHEEP TRLE -C-1 COVER SHEEP, C=2 FASTENING SCHEDULE /WIND LOADING -A-1 FRAMING.PLANS &'DETAILS A-2 Oaks / SHEARWALL.CHART A-3 WICAL DETAILS A"4: OPTIONAL PORCH DETAILS PHD/fCf.• LOFTED BARN WIV sm A:-GEOX NOTES . . DON VAN GERVE, P.E SPEMITY SIRI MRAL DWEER. ®AL�<MOEIGNSOURIONS nos ail `a3fmA ntutsiwmslamumQml f7AXAF�tl1C S1� PRDIIIFD iA4 . PREMIER PORTABLE BUILDINGS -317 EAST STATE UNE ROAD .'. SODIH FULTON„7N'3825/ . WWW.PRDRERBMDD4MLIS "ATE1214.7D . . PIA—= ND_ 17164, - - 4yF8ti,G-N1Q �p,�. �O uAmY�• - 1 of 6 tb /►.� AREA FOR AEPeRwu sr ALTS )r AND LESS' SeJ . . ;. - , • wawa Aaitm fi1°0�0� _ �- ..* my O Q3 {f. RT tea¢ +' )'� . 'T ) 1 �✓ � °1pdipm. . j.� .. uil.1�'ooniN'4 r?a' z ,, n :'rs�w h•" - " f _ tSvuvn�oaPvdu, •. . FAc1FNlING - SCHEDULE (2304,10.1 FBCI LOCATION 22. WOW STRUCTURAL PANELS AED'PAR= BOARD SUBROOR, M AM MEL I09T SHOT'(TD FRGCNO) " SU7tlE.FlDOR (COI�UIDN SI�LOOR-Haw1dAYM011T TD �WMwO) 2TE10.11r NAS 1Y' 16 GAGE+ A95t• ID IW ' Bd COMMON ((ROOF IN 110-140 V -MPH OF. � AMA• ro #• ' 0 OR " TT6'aQ113• NAIL° 2. 16 GY0.° W O LESS Of Tf M.1. eRTdo-,TCmtory TK•.TO M,• .tad ORBe° ' 6• o% E EDGES; ALD . P11FI0MDIAlF: �4• o% O COMPONENTS k aADWVC ONONE3. R • tc:a0s a me we WQ Ifsmlm m rt m taaM -man Iuim sAaa 4 r do a tr a tmvanAa Wswa4 fmvt r a sOAms NBA aria Aa a - m LDO. ra aa]D 6 �0e0 °MOUVL PW¢ ND Hama[ BYta ustedDe Idm sAA tmt5 mw m tttaof AaA fee wAJ tm NL 9AA,a0 Aa wam®m a mcnt � w omn n meoa a mmm sea (m-156ta; eo-s7'mN,^, tm ]smug 4 LmoA Od - ]Mtl]yf-3DmT: tm Mtu} • ma]eD SNIT (m-il4tt]; m D{1nt]t• tm mun OttOtmg ®uvA fmYau]'Ae ]1ftnRYl wo. vP-r./.aInTI®mo-5 NDrdvafatmn�WAtun]nw uvoastmwOFt G:w 1AO+s was./fY ¢xnOltwmlXl�oifmX9[m•O.An tiC usu - . t mao�-w�ouP Stwfs aol 1ueY11f: aat OI r °°N Ao t X fttDm FW X samoA a° t X IfNwt l>0195• 9DmAi pNF19APm411r dQID• r SaR M A1S 611E llg aF M PAAD.IMEm aRms;E LOOoW i ---A fw- o>omif -�Url at n[ wir snaao tm cm s,°uim amu l fm Drm,w -.4 raww sno c•./. a mfS c dv a coua®wt: Uwaos r:m°a4 s, r dv a mo-.4 r de.a rz snags to aetom wo Awt mD04c °O r n' Hdae ma tam5q90rc ur pdmv maam°¢[ iswrauwatmIm,amtmoaa[ smEmT�m CONNEC710N - FASTENING ' 1: J06T TO SELL OR CJIDFR 3 - ed Comm p a ull 3 - J•A.131' NAILS 3 - r 14 GAGE STAPLES TOE -WA 2. BI�GEL� ro JOIST 2 Bd COMMON (1)5•:D.tJl7 2 - M131• WITS 2 - 3' 14 GAGE STAPLES TDE-NUR FILL DID S SOLE PLATE TO JOIST OR BIDDDIG" . IdaD.1J1(3550.135%01C c/c 3FLYLs 0 6' ]' 14 610E STAPLES 0 12• o/c71 TYPICAL FACE NM 29ge STEEL SONG (ICI FRUDO) )i OR LESS 6d 0 Y'a /e N FIELD AND J NHS o c AILING ALL PANEL EDGES 4. SOLE RATE TOJ06T OR RUD01C 0 BRICOD WALL PAIRL 3 - ifid (95•aA135j 0 1C 0/C 4 - 350.131. 1WI5 01 o% - 3. 14 GUS SFARES 0 " 4 IV °/c BRA® WALL PAPAS' 24. F1BDBOARD SMOG' - ii• NO. 11 GALE ROMIG Wit 6d COMMON WLL (rt0.1131 NO 16 GALE SfMC A NO. 11 GALE RDOFwO NAR Bd. GOWN M2A1311 NO IS DICE4 - - 5: TOP PLATE TO STUD " 2 - 164 (31j %162�. _ 3- ra0.131• MARS . 3 - 7' 14 GAGE STAPLES. .END WA = edOM(E.171j 4- rNN l0E-WLL 3 -r 14 GAGE SPARES .' psi _ ... ' fl SRO TO SOLE PLATE 2 -16d COMMON (Sf.D.16r) 3 - ]}0.131• NAILSBML 3 - r 14 GALE STAPLES cDuwi°ox p _© � r.-- - 1 i.1 I , j. I ��� AZ--q.-A::o owvow re wwa e++.wm:o vwi iiamC to .mom ' 7. DOUBLE SN05 - 16d (X'&135•) 0 24' o/c . 3•a0.131• NAZIS 0 B• C/C Jr 14 GAGE STAPLES 0 e o/c FACE NAIL O o"°yf°,.,e am. t'>w n 16d (5[561.135•) 01(i o yc U.,Jl• NAZIS 0 1Y T., TYPICAL FACE NIL Y 14 GAGE STAPLES 0 tr o/c^•.. . O PRA7VILLE 2 SHOP - 367 G "dC S ROAD . . ' fl DOUBLE TOP. RATES B -160 COYYGY (95'IAl6i]� 12 - J50.131•, WAS LAP SPDGE sm a °WRk"T" - . 12 - Y 14 GAGE STAPLES % _ F,ee,muumresaamo.w . J/ a O .� � e � � eow wtio �rENEnmeauctamo�oNo9 PRATMLLE; AL 36067 - ' 3 - 6d COMMON (WA.1311 PwaT..•- LOFTED BARN 9. ®000AD BEIWFEN JOSIS OR TRUSSES TO TOP RATE 3 - no.131• NA1L5 3 -a• 14 ONCE STAPLES TILE v.NL uaomttuN torvu gwteaeecumrnmwt:m.°r ..:. © a.uea�r.amw.maa,wylustE 6n' \ / D -mow �Aµt� svauucusE. /�.. � � ' V°B1BA \ oyup•ot°o.aiaG mTB e ELECTRICAL NORING DIAGRAM j w .w onvw 10. Rw JOIST TO TOP PLATE ee (27F.a1s10 o r °% 3•AI31• NA65 0 r o% r 14 GAX SDRFS'6 6• o/c T0E-WR FORM SCI00ULE / WILD LGAOING 11. TOP ' RATES. UPS AND wMAS6GDON5 f6d (Sf a0.162j- - 'a0.1NA2 331• 5 ':3 "3 - J• 14 GAGE' SOPL2S FACE NA2 12. CDKRNUOUS WADER (2) PIEM l6d COMMON (WO.16n - 16• °/c ALDNG EDGE DON VAN GERVE, P.E. . SPECIALTY STRUCTURAL 04GWM _ " Case B OPTIONAL FLOOD VENT v ' 3 - ed COMMON (21550.1J1� 13. CEIPIG JOISS TO RATE S - ra ml• NAGS 5 -Y 14 GOF STAPLES TOE -NAIL. aA.....A... _'•.* W , °"� .nv.e 14.4 .� 'mp,'•'"° mAs:.+pe ' ®` A ar.' ` 1 - -a �' "' ;a` '\ - - �, M , (' +.; t�1 X 4y Y i Gable Roof <_ 7°) Gable Roof (7° < 0 <45°.) _ ALTElKTEDEST6NSlj(DTIl . nULiFIGA aimfa m mamE Fhf7AFmw � FROMM PAC _ PREMIER PORTABLE BUILDINGS 317 F/tST'STATE LIKE FEW ' SOIRII FULTDIL IN 3B257 WWW.PRE)ERBURDwOS.US 14. COFD9I0005 WAGER TO STUD 4 -5d COMMON (ZYA131) TDE-NAIL - . 15; RAFTER ro PLATE 3 - Bd COMMON (DS'.O.1J11 3 - rAtsl AIMS 3 - 3. 14 GAGE SORES TOE- UIL 16.1• DMGONAL BPILE TO Ek SRO & PLATE 2 - m [mBDx (aPmfn7 2 - 35e.131, fMns 3 - 3' 14 LACE STAPLES'}• FACE WS 17. MU -LIP CORNER SOAS 16d (3Y50.135j 0 24• o e Ya0.131• NAILS 0 16• °� r 14 GVE STAPLES 0 18• o% 0 24• o% 0 16• o% _ 0 1X o MISION DESCRIPTION - - DOE B/ 20d (e&1921 0 327 o% 37.0.131• NAILS 0 24• °i° FACE WL 0 TOP R BO110Y STAGGERED GAGE ' r 14 STAPLES'0 24• C/e ON Om. SOB (0 76. BUILT-UP OROFR ADD KAM . 2 -20d COYY0.N (4'A192j 3 - 350.7J1. TINTS J - Y- 14 GAS SORES FACE NAIL 0 00 AND AT UCII MICE ROMRe1B00.631 - .er.v nw C,NE,ONCIR AVID CLADDwO PRESSURE - DATEf 12.14.11) _ 19. COIIM TIE TO RAFTER 3 - 10d COMMON (J40.118) 4 - Y.0.131' NA7I5 ' 4 - Y 14 GAGE STAPLE FACE NAL CPA67NG BC JN CH( 1W: DID G.F.I. . -■'T' y _ j '; n^1? ai4 _- OUTLET-Q N © a 14 GAGE ]-WIRE MD CA®E t; ., SOURCE rt?" L WIRING DIAGRAM (0ffi4I9A) 20. ROOF RAFTER ro 2-BY RIDGE BEAM 2 - 184 CfMYOH (9j•,O.tSij .J - ]'dL131• NAILS . 3 - r 14 GAGE STARES TOE-WT. OR FACE N4L UWG NO. v C-2 Fa a �, / `•"yp . 3 - 16d COMMON (94•c0.1J5j 21.'J06T TO BAND JOGF 4 - 3'a0.1J1• NAILS 4 - Y 14 GALE sDPLES. FACE NA4 - "APFROVAL� R17598-R1 4y� 4vAie of l w; •.,Fe < e,N7o°wµ�aor: 2 01 6 ff 6 Erowts aw. , FLOOR FRAMING PLAN 111-11111111111111111111111i1,1�I x 16"—O& WIDE FLOOR FRAMING PLAN a��'Ina liiioor_m �.����III�►� Ill i � • 1 axavr aux9ua saxac n as aumx . 1 9mC�% x la ooltA 9ia '. 1 ,05 NL Pa,NrO Mfiwl 9Ra1dlaxEq 4 A9MOP�mlaw8- r,1ENDWALL ELEVATION "�'°•'rd` A-i mac ,/.•.,'d .. apx . aort, m"ar ao maa aw a' _= wamaamm n¢mx wxa omalma" xs aaa,00 m ff a ®n aawu a awn w m[ - auu r,aaxr® er amain ax . an[ x aau aua a s®°-x ma mo vmw.. ==a 6 .FLOOR DECK PLAN -,r-ammdexsmaavn m - . s ROOF FRAMINGPLAN A-7 mar: qr-rd. . a rd d rd 4 s d 9 8'-0" WIDE 8'-0 WIDE WINDOW 7 ENDWALL ELEVATION r-*NENDWALL ELEVATION •d row •d d d d d ' 8'-0" WIDE w/ DOOR 10'-0" WIDE +o ENDWALL ELEVATION a ENDWALL ELEVATION A-, muc ,/r.i•d A_� mar: yr-rd rd ,r 1d it rd rd ra rd 10'"0" WIDE ' w/. DOOR.:' 10'-0" WIDE :w/ DOOR 13 ENDWALL• ELEVATION „ ENDWALL ELEVATION 'ram • ' . 1 � Yd � Yd _ V-2P WIDE w/ DOOR 10'-0" WIDE w/ WINDOW +:_ENDWALL ELEVATION ,Fi mar: IN.rd rd rd rd rd rd r-r. 11'-2"-WIDE +6 ENDWALL ELEVATION rd m 11'-2" WIDE w DOOR ,6 ENDWALL•ELEVA ON A-1 srar: ur-a'd 12'-0°. WIDE. w/ WINDOW. 12'-0". WIDE .w/ DOOR . 12'=O" WIDE w/ .DOOR ,6 • ENDWALL ELEVATION r2, ENDWALL ELEVATION 2 ENDWALL ELEVATION' ARFA MR APMAL STANDS Psi - . Mamw-wwwxme.°lmm ' °rydear.eaaavo.ea.mmu�.. � Evan m. PRAIVILLE 2 SHOP. 367 G:k S ROAD - PRATM" AL 36067 Mau, . LOFTED BARN sm DECK mwm PLANS & mrAu DON VAN GERVE, P.E. SPEMM SiMMAK D MEFR ALTixwnTf 6�cn�um�� siavZow .Pan1WlAlar9a®ll®6W1 Maw Pk7llArD Fm — PREMIER PORTABLE BUILDINGS FAST STAL 317 E .. . W= PUUK 7N-3M7 14A'N.PRF MU3DI MUS mm. PRDhDT ND.: 17164 - 6<: "I tlA( BL D4G On NO. . A-1 3 of 6_ 14'-0" WIDE w// DOOR. 4 ENDWALL ELEVA710N A-2 wir..t/r-t'4 16'-0" WIDE w . DOOR 7 ENDWALLELEVA ON A_2 — '/vn•-a r;► / Ir�� 1- 14'-0" WIDE w/ WINDC v 12 A-J sc c r is l ve r o 14'-0" WIDE w/ DOOR 3 ENDWALL ELEVATION A-2 rue t/4•-r-0' " ICU: xv x 16'-0" WIDE w/ DOOR iD1ENDWALL ELEVATION A-2 � t/hT4 �sc tam a sms w•t a t: wu un 2 9£•�ASfaPC 9neVE f9i 1LL fAlFNOIM i"sn a m sec 16'=0° WIDE w// WINDOW 6 ENDWALL ELEVATION A-2 - rue t/4•-t•4 12 r rd 16'=0" WIDE. w DOOR caa4 iB1ENDWALL ELEVATION u.Pr ,+ SIDEWALL. FRAMING A-2 nuc R Y1L OIe10 Y.f a eYFAtro W rd trot MID`A aa-11 . 19A4a Il[ 0e�0 mmf a "en tr a mL911® IK auuu e c¢esafl �ffn[sm®u avxre es. , sc to SHEARWALL CHART JOIST CHART BUILDING YIIQT :OPENING WIDTHS IN MAX LENGTH OF BUILDING BUILDING YADTH SINGLE JOIST MEMBER SIZE DOUBLE JOIST ' MEMBER SIZE IJNDWALL ' 195i" T1-111 • 36' UP SOME PANED aw' am 36' OSB1 B'-0• Y-0' ox .24'-0' 2e-0' 2e-T 8'-0' m Dt4 C-0: 2r-v 10'-0• lo' 0 V4 YAX. 30'-T w'-o' w_T 11'-Y. 2d 26 12W 2-8 3'-0• UAY. . , JY-r 14'-0' 2.10 w 2C-0• 18'-0• 2.10 2.B 10'4 20'-0` . . Ir-T v-0 wx aa-0 s'-r 14'-e 28'-0' W-W ox 40'-0•.. 04 15-0 r-r MAX 40'4 z armn tiio�aRm�,u�m� amass wse rd. . . z wsxWtausuua0.tlMnimcm mraamam ease F�d•xmnux r.4.wmnrxvr. mo-s- z, u4mtes a nc mz ae." aF�ea sea ¢ nso a x saa eul. rusarottsnx etmlff>rt en svu tm e¢�eflffsaaa ale'In ff eW8 Nele a 9aNL IH m e119 aanei madro Af r EMAamd tma laeL WOC imae M � Wl NS I®IWM lg ff IOUL IeGa ff 0n116 a eaa smc m/l mS Xr as rbIDED w"m N)Ylapem® .. w4sevd•erm curd. une eL Pee rnra ixm nx oe4s. e1 S.m (xoJ 0 ntsnY u xea affJael noo sW . Ilr . �.,< ma aaa eAa a4 aD eaa (re4" �� nural CORNER. L 13 CONNECTION DETAIL 14 WALL TO RIM JOIST A-2 Yae t-t/r• Mp j can t-t/r_i•4 �mwio awls n-t u'2 ran un ma"wor mr suw rFa z. sz rmwusoms. sa ui x0t116 for - . 'c®ana ser. mrzanaac �-� � �-aa-0am®� BAILI9F! re-[manrm ie� ro® (La_1101 - 4fff5e6 i�.ff 91Q . tna amr eui ma arty eue w>arw<rui mo smarttu mo � e�tmanr amuas+a 13 TOP PLATE SPLICE DETAIL SPLICE CONNECTION DETAIL A-2 ..•r. t-iA'_Fb'. . Psi mW..ays..wmmw.aus _ - 'rroamadm.sandraw ' . •.auweeaecv� ' ' 'OrwF�Uwry. • F R+"N FnWa1c0 - PRATWLLE 2 SHOP. 367 G & S ROAD PRATMLLE; AL 36067 - PAWfCI LOFTED BARN .SWOONS & DERAILS. . DON VAN GERVE P.E SPECIALTY STRUCIURPL EER. ®AL�NATEDE5IGNSGLUDNS tneu>wumsawuoa¢am QaIffFR/st`i SER w n Frzm %M PREMIER PORTABLE BUILDINGS , 317 EAST STATE LD@ ROAD SOUTH NLTON•. TN 3W NNAYPREI4ERBI10DPMUS WON . DISpdPu DATE.I W . I OAIE 12_ n a 'skee 4"n„t... off' AREA FOR APPROVAL STAMPS -rm — rd tb0 LI SxrE 90R Y 0. SE 65RQ 010. SO< 6 501 OOB®y 101 xus • ' 1• pla 600F1®1R • ®IWI � �� 01]16t• xY3 MIO L4m SOp 601GT NS.oWO 0.1Y0x 5>10 0.MSIFY .' S90 . OPTIONAL'BLDG.' SKID BLDG. SKID TOP It OPTIONAL TOP R i+11SOMETRIC DETAIL z ISOMETRIC DETAIL 3 CONNECTION DETAIL . SA CONNECTION DETAIL A-3 sam xPs. A_3 sea: a.s . A-J scar i-i .1•d Aa . scut 1-Ipr.rb• @ID.4 s xgww�°nlawr.x�oel�ies : sm xr psi •°i>r`w�ol [: �� xs® os m sm. A'snw [ . Vi®smm aus•ryOro) $F' - .hpiemmbyWsbbyNaW ae,ew •.�vle+o••.cmwx �i�:lsscn DOUBLE WINDOW DOOR DOOR DOOR-� .4 TRUSS DETAIL s HEADER DETAIL a HEADER DETAIL 7 HEADER DETAIL a HEADER DETAIL A-3 a... 1-1/rild . A_3 snie Y.rd - A_3 sw: r.rd - A_3 sear r.rd Aa. scar r.rd PRANILLE 2 SHOP 367 G:&.S ROAD s sa •ms a ams kl a wn Im m - - PRATMLLE, A 36067 . >. sa IROx10 Bomar 1u Nl rumen - for cim a m aus PAtUfCI.•. . WINDOW 9 SILL DETAIL . AJ swc a1S a WINDOW HEADER 10 WITHOUT STRAP DETAIL COPIED BARN . - 7YPI AL DETAILS . DON VAN GME, P.E. -gmcw.TY s11WcRIRAL UMEFR . ALTER kiEo_ES[Gh OOmONS. . xoe as `ss1�1 nu+.anu>tffmsaBm¢ov ENDWALL ++ HEADER DETAIL 1z HEADER DETAIL A-3 Q•r. .,. - ti-3 r.�r xtt - - . +3 METAL ROOANG.SCREW PATTERN . PREMIER PORTABLE BUILDNGS 317 EAST STATEIM IB1E ROAD SOFULTON, TN JBL57, MALFRTTaomUnMMUS - .. .. 100®x ImJ -_ ®f093 PEV90x' DEXMMM WE Bf MBEs 121420 PNfIM NL' 1716 . ORMM BY. JR CHK BY: m OMO NO- A-3 e90� •TATO 0/ �a '°��. •xc•sos 5 of6 00.H[W65RfuW F)n� PI nlia'es' nas IOEi{Im • 9 90� 3E OEOE a/M-� rm oatE�l Y Pt PnP— PL Mai ®nd01� am'w' Px was too 9w nmx Aar (4 a611tr W glll� Oa0ffitOD aH Mal ffi a �1 AA1� IF IN on M. FLOOR FRAMING -PLAN Ai m,r. I/1'�1'd OA xm Salf PMIa) AftII 111111ti-11110 3 ENDWALL ELEVATION . py scar: VM1rw•. a 8 . AREA FOR APPROVAL STAMPS .. 6 I I' I K Ptm ' PL IAIffi OOF]U ®. Pt M ffi fln0 To tm ar ae PxE 9E — . P/M FOR OatECIW Ok1A05 2. FLOOR FRAMING PLAN . k t4'k. . Psi . ..P�l.NldAmd9aYv III I III F.R.a:P PRATVILLE 2 SHOP 367 G'k S ROAD PRATML E, AL 36067 4. SIDEWALL ELEVATION A-t a".. VM1ra• .pMVECl.• . LOBED BARN PORCH PIAS; SEMONS k OEDIS r•+r . re .0019E IDp RF10.YL4 r< r� 1H�flO61f➢1®ffi. sE wa a P-I lOP PIEfE 919 WL me vE� . FlPm ae . P]. Rr�00 Oa>SA Ts-1 Tmm M ffw . amax AmsalPU TP laai� naoE ffi wa Oman owm. �im�wEs i e j � . OPTIONAL PORCH 5 SECTION DETAIL DON VAN GERVE. P.E. KIP smc mIn A P�1 oLLY SPW&TY SIRUC UM FNG M _ ' ld alOE Fffin POI B.9L . to V >a - . z . PORCH. TOP PLATE .DETAIL t 4 aA 1-1/r-r c 9e<� 9AP rAmEn rta naAla AL�TERNAEOEIGtiS0URI�ONS an . . 9aax sa99E nrte aLsssmu RNL4➢.VA1090WIIOOMSmd IQf ffi r7Ylil�E7nA. sates PRIRlArD PLR _ . --1� PREMIER PORTABLE BUILDINGS FAST STATE LIVE ROAD . - SOUTH FULTON• TN 38257, _ I - KVSms mPoa�lW wmpRL7@RBUIffi mum toP pa[ D]fl0lol aeIDn I.i V itY . rwm"snm(mJ' s¢omaM.-tlaamPtxl9l . . os vt nry Pt Mai 00]aIC •/Q)aal•4T aN (q raR 9&>BY AIYJI IWS IODEW M09ffi 911 iL Aaf . 4l PL Sm 3 POST TO RIM JOIST DETAIL . .ki Yxc airy'-I•a• ORA691C OF Jli fill af. m VA 9� rt11¢Nj�r )ETAIL P,�. `wosoNi;�E`,'s` 8 of6 PREMIER PORTABLE,. BUILDINGS MASTER CALCULATION ' S - 170..MPH EXPOSURE C 16' Max. Width x 60'. Max.- Length 2020 Florida Building Code. DESCRIPTION. SHEET# DESIGNLOADS ........ ................. ..................................................... a ...... ........ 1 "N'DIMENSION ...................... ................................................................ 2- C& C., ...................................................................................................................... 3-10 MWFRS........ ................................................................................................ 11 COMPSTUD ................................................... .................... .................. 12-15 T1-11 SHEAR WALLS .................. I ...................... ........ ............... .................... ...... 16 LP SHEAR WALLS* ................................. I ............. ........................... ................... 17 SHEAR STRAPPING .................... 18 SIDEWALL STUD .................................................................... .......... 19. .PRESCRIPTIVE SHEATHING REQUIREMENTS ......................................... 20-21- Inteftk psi Professional Service lndustrles, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const Type:VB .Occupancy: Utility Allowed Floors: 1. Fire Rating Ext. Walls: 0 Wifid Velocity: 160 (Vult) Plan # Lofted Bam-20 Floor Load: 125 psf Approval Date: 01/09/2021 Richard Olds, SMP-45 Nt g 21, 0- C STATE OF' w PE. SEALS COVER PAGE PLUS 21 PAGES. I$] 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 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 1,0'.00 FEET = 120 IN WIDE 11:25 FEET 13.5 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. 1.6 IN OR ROOF TYPE:" GABLE ROOFS 7° < 6. < 20° kertek. psi ProfedsfonalService Industries, Inc An lntertek Company This document meets or exceeds the Requirements'af the State of Florida . - Manufactured Building Rules & Regulations 1 Const. Type: VB& Occupancy: Utility . Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 160 (Vult) Plan # Lofted Barn-20 Floor Load: 125 psf " ApproJaI Date: 01/0912021 Richard Olds, SMP,-45 - SUBJECT MATTER: COMPUTES. DIMENSION "a" F.ROM.A.S.C.EYA6 FOR BOTH WALLS and ROOF PITCH W 16.00 BUILDING WIDTH L 40.00 BUILDING LENGTH H 6.50 WALL HEIGHT, ROOF 4.50 :RISE PITCH, 12 RUN A . 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 NSWER;[N FEET 11212 1 a., -'1 I L e5 I a } t I I .' (3i`�' �' .. 1 I 1 o1` PLAN - PLAN Fig:3b,�-� 'F`►g 30 3-?J�i '�tg,30 3-28=p: intertek o psi Prafesslonol Service Industries, Inc An Intertek Company' This document meets or exceeds the Requlrements'of the State 'of Florlda Manufactured Building Rules & Reguladons Const TyperVB Occupancy: Utility Allowed Floors: 1 Fire Rating ExL Walls: 0 Wind Velocity: 160 (Vult) Plan # Lofted Barn-20 Floor Load: 125 psf Approval Date: 01/09/2021 Richard Olds, SMP-45 2 SUBJECT MATTER: COMPUTES A.S.C.E:7-16 WIND LOADS ON BOTH WALLS and GABLE ROOFS 71< 6 s 20a WIND LOAD; 170 M.P.H. For a Second Gust CATEGORY: I TABLE 1.5-1 PAGE 4 EXPOSURE: C 26.7.3 OVERHANG: NO ENCLOSURE CLASSIFICATION: ENCLOSED 'HEIGHT'ABOVE GROUND 0.50 q = Velocity.pressure:evaluated at.height "Z" above ground in.lbs/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 Kzt '_ 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 Intertek. EFFECTIVE WIND AREA = "A" = 14.08 Psi Professional Service Industries, Inc An lntertek Company' This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const Type: VB ' Occupancy: Utility Allowed Floors: 1 .. Fire Rating Ext..Walls: 0 .. Wind Velocity: 160 (Vult) . Plan # Lofted Barn-20 Floor Load: 125 psf Approval Date: 01/09/2021 Richard Olds,'SMP-45 3 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 GCpi Plus 0.18 GCpI Minus '-0.18 .5 h Pw = PRESSURE IN LBS/SQ.FT. $ ' Zones # 4 &_# 5 Wall Pw = 'Y s s .1 q[(GC.P)-(GCpi)) ELBVATibN -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 intertek m psi Professional Service Industries, Inc An lntertek Company MIS dacument )neets or exceeds the Requirements"of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 ..... Fire Rating Ext. Walls: 0 4 Wind Velocity:160 (Vult) Plan # Lofted Barn-20 ; Floor Load: 125 psf. Approval Date: 01/09/2021 " Richard.Olds , SMP-45 8 WIDE BUILDING 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 $0. FEET LARGE. . R AREA.. . CONTROLS EFFECTIVE WIND... . AREA.-_- 8.00 AREA MULTIPLYING COEFFICIENTS 0.6b For Roof of . ' a Components & ll.2h -- -i , Cladding Refer to Fig 30.3-2A-D P a es 336-339 ' . g ` I• ` ' OIO O. !CIO GCp, Minus Zone # 1 = .2.00 I a.. 0.6ti GCp Minus Zone # 2e = . -2.00 ; _ i_ L (D GCp Minus Zone # 2n = -3.00 '. PLAN GCp Minus Zone # 2r _ 73:00 GCp Minus'Zone # 3e _ -3.00 GCp Minus Zone # 3r = -3.60 GCp Plus Zones ALL = 0.98 Fig.30.3-2A GCpi Plus 0.18 GCpI Minus =0.18 ci .®. _® 112001 Pr = Pressure In Lbs/ScI.Ft. Roof I ! ! I I J -103.2 p.s.f. ZONE #.1 ROOF t t t I ! -86.2 p.s.f. ZONE # 1 ROOF -103.2 p.s.f. ZONE # 2e ROOF -86.2 P:s.f: ZONE # 2e ROOF -150.6 p.s.f. ZONE # 2n ROOF f t I I -133.5 p.s.f: ZONE #.2n ROOF -150.6 s.f. ZONE:# 2r ROOF -133.5 ZONE # 2r, ROOF © ® t r *sn Q Iritertek. .P-s.f. •-150.6 'p.s.f. ZONE # 3e ROOF PLAN.. C]�I -133.5 p.s.f. ZONE#:3e.ROOF 1lProffessionalSeN;ceI 7179.0 ps.f., ZONE # 3r ROOF Fig.30.3-2B-D, dustles,Inc 'An lntertek Company -16.1.9 s. J. P ZONE # 3r. ROOF This document meets or exceeds the 38.0 :p.s.f. ZONE # 1 # 2 #.3 ROOF Bequiremeptsofthe state ofFlorida Manufactured Building Rule Regulations 55.1 .p.s.f. ZONE.# 1 # 2 # 3 ROOF .s Const Typo:B. ... .. .. - .. . . Occupancy: Utility Allowed Floors:.1.... Fire Rating ExL, Walls: 0 .. Wind Velocity:'160 (Vult) Plan # Lofted Barn-20 . - .Floor Load: 125 psf, ,Approval Date: 01/09/2021 :. Richard Olds, SMP-45 10 WIDE BUILDING .ROOF GCg AREA 24 INCES 0.0 . . SPAN IN FEET 5.00 . EFFECTIVE WIND AREA = THE LARGER OF EQUATION # 1 SPAN TIMES O.C. SPACING 1.0.00 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 I For Roof of. C.omponents.& r— _O Cladding Refer o.2h'. to Fig 30.3-2A-Q .. pages 336-339 �i� I. lO GCp Minus Zone # 1 = -2.00 . 0,6h . . GCp Minus Zone # 2e = -2.00 GCp Minus Zone # 2n = . -3.00 ; _:. _ _ -� . , . GCp Minus Zone # 2r = -3.00 PtiAN GCp Minus Zone # 3e = ' -3.00 GCp Minus Zone # 3r =.. -3.60 GCp Plus Zones ALL = -1.01 Fig.30.3-2A GCpi Plus .0.18 . GCpi Minus... II II II II -0.1. ^ , ®.. Q .I_—t- it ®-. T T Pr,= Pressure In Lbs/Sq.Ft. Roof I I I I -103.2 .p.s.f., ZONE # .1. ROOF I I I -86.2 p.s.f. ZONE # 1 ROOF t I t 1 zr ' .ice. •103.2 p.s.f. ZONE# 2e ROOF I�I . ;i , . IQ .. -86.2 p.s.f. ZONE # 2e ROOF. 1 t 1 . -150.6 p.s.f. , ZONE # 2n ROOF -133.5. p:s.f. ZONE.# 2n. ROOF -150.6 p:s.f. ZONE # 2r, ROOF -133.5. p.s.f. ZONE # 2r ROOF 1.....:1: _ ®, }r _ L :..1 lr . ; -150.6 :p.s.f. ZONE # 3e ROOF PLAN -133.5 p.s.f. ZONE # 3e ROOF 7179.0 :p.s.f. ZONE # 3r ROOF Fig.30.3-2B-D Intertek. -161.9 p.s.f. ZONE # 3rROOF. PSI . 39.1 ,p.s.f. ZONE # 10.2 # 3 ROOF. . Professronal5erviceIndustriesInd 56.2 p.s.f. ZONE'# 1 # 2 #_3 ROOF 'An Intertek Company' - - This document meets or exceeds the Requirements'of the State of flor/da . Manufactured Building Rules & Regu/at/ons .. _ . Const. Type:•VB .Occupancy: Utility _ . Allowed Floors::1. Fire Rating Ext..Walls: 0 '. 6 Wind Velocity: 150 (Vult) - Plan # Lofted Barn-20 Floor Load: 125 psi ' Approval Date: 01/09/2021 Richard Olds, SUP-45• Intertek. psi Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1. Fire Rating Ext. Walls: 0 Wind Velocity: 150 (Volt) Plan # Lofted Barn-20 Floor Load: 125 Pal Approval Date: 01109/2021 Richard Olds, SMP-45 11.25 WIDE BUILDING ROOF GCg AREA 24 INCHES OC SPAN IN FEET = 5.63 EFFECTIVE WIND AREA = THE LARGER OF EQUATION # 1 SPAN TIMES O.C. SPACING EQUATION # 2 SPAN TIMES SPAN/3 AREA CONTROLS AREA MULTIPLYING COEFFICIENTS 11.25 Sq. FEET 10.55 Sq. FEET LARGER EFFECTIVE WIND AREA = . 11.25 AREA MULTIPLYING COEFFICIENTS 0•6' ,For Roof of Components & ' o r_:O 02b Cladding Refer to Fig 30.3-2A-D pages 336-339 G)b; $D i0i0 0.6h GCp Minus Zone # 1 = -2.00 ; o.6h 'i GCp Minus Zone #2e= -2.00 i L-__---1 j GCp Minus Zone #'2n = -3.00 t > GC P Minus Zone # 2r = 7300 RLMN GCp Minus Zone.# 3e = -3.00 GCp Minus Zone # 3r = -3.51 GCp Plus Zones ALL = 1.62 Fig.30.3-2A GCpl Plus 0.18 GCp; Minus -0.1 as F a. a a eti Q ® 3r 3r Pr = Pressure In Lbs/Sq.Ft: Roof I I 1 I -103.2 p.s.f. P• ZONE # 1 ROOF -86.2 p.s.f., ZONE # 1 ROOF 1 I I 1 -103.2 p.s.f. ZONE # 2e ROOF ©I 04 g' 0 Ig -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 -150.6 p.s.f. ZONE # 2r ROOF =133.5 p.s.f: ZONE # 2r• ROOF -150.6 p.s.f. ZONE # 3e ROOF -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.30.3-213-D 39.7 p.s.f. ZONE # 1 # 2 # 3 ROOF ' 56.7 p.s.f. ZONE #1 #.2 # 3 ROOF 7 intertek psi Frofessional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State'of Ftor/da Manufactured Building Rules & Regulations Cont. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity:'160 (Vult) Plan # Lofted Barn-20 Floor Load: 125 psf Approval Date: 01/09/2021 Richard Olds, SMP-45 12.WIDE BUILDING ROOF GCg AREA 24 INCHES OC SPAN IN FEET = .6.00 EFFECTIVE WIND AREA =.THE LARGER OF EQUATION # 1 SPAN TIMES O.C.- SPACING 12.00 Sq. FEET EQUATION # 2 SPAN TIMES SPAN/3 12.00 Sq, FEET LARGER AREA CONTROLS AREA MULTIPLYING COEFFICIENTS EFFECTIVE WIND AREA = 12.00 AREA MULTIPLYING COEFFICIENTS 0,6h For Roof of D% o Components & o.2U' - -`O —:-.-, . 3 Cladding Refer ' -- o . to Fig 36 3-2A-D I pages 336-339 . OiOi (J i0i0O i t l 0.6h GCp Minus Zone # 1 = -2:C i. I 0.6h -I I GCp Minus Zone #2e= -2.0 i L------) GCp Minus Zone # 2n = -3:C _L GCp Minus Zone #.2r = -3:C PLAN GCp Minus Zone # 3e = -3.00 GCp Minus Zone # 3r = -3.46 GCp Plus Zones "ALL = 1.02 Fig.30.3-2A GCpi Plus 0.18 GCpi Minus -0.1.6 -a •1 1 ®_ p Pr = Pressure In Lbs/Sq.Ft. Roof t t � t i -163.2 p.s.f. ZONE # 1 ROOF t i t t -86.2 p.s.f. ZONE # 1 ROOF -103.2 .ps.f. ZONE # 2e ROOF: 01 0 I 2r t" d I® -86.2 p.s.f. ZONE # 2e ROOF I I t t -150.6 p.s.f. ZONE # 2n ROOF t t -133.5 .p.s.f. ZONE # 2n ROOF t t l ► . -150.6 p.s.f. ZONE # 2r ROOF -133.5 p.s.f. ZONE # 2r. ROOF -150.6, p.s.f. ZONE # 3e ROOF -133.5 p.s.f. ZONE # 3e ROOF PLAN -172.2 p.s.f. ZONE # 3r ROOF -155.2 p.s.f. ZONE # 3rROOF Fig.30.3-26-1) 40.0 p.s.f. ZONE # 1 # 2 #.3 ROOF 57.1 .p.s.f. ZONE # 1 #.2 # 3 ROOF 8 intertek. PSI Professional Service Industries, Inc An Intertek Company . Mis document meets or exceeds the Requirements of the State of Flodda Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext.. Walls: 0 Wind Velocity: 160 (Vult) Plan # Lofted Barn-20 Floor Load: 125 psf Approval Date: 01/09/2021 Richard Olds, SMP; 45 14 WIDE BUILDING ROOF GCg AREA 24 INCHES OC SPAN IN FEET = 7.00 EFFECTIVE WIND AREA = THE LARGER OF EQUATION # 1. SPAN.TIMES O.C:, SPACING EQUATION # 2 SPAN TIMES SPAN/3, AREA CONTROLS 14.00 :Sq..FEET 16.33 Sq. FEET LARGER AREA MULTIPLYING COEFFICIENTS EFFECTIVE WIND AREA = 16.33 AREA MULTIPLYING COEFFICIENTS 0.6h' For Roof of Components& o --- --'� o.21i - I - -:� l , :a Cladding Refer �.- I� a . I r o, to Fig 30:3-2A-.D pages 336-339 01G), I 0.6h GCp Minus Zone # 1 = -1.94 r GCp Minus Zone. # 2e = -1.94.. 3. GCp Minus Zone # 2n = .3 -2:53 U• 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 GCp; Plus 0.18 a' a a a GCpi Minus -0.1>_~ Pr = Pressure In Lbs/Sq:Ft. Roof -100.4 p.s.f. ZONE # 1 ROOF -83.3 p.s.f. ZONE # 1 ROOF -100.4 p.s.f. ZONE # 2e ROOF. -83.3 p.s.f. ZONE # 2e ROOF -128.3 p.s.f. ZONE # 2n ROOF -111.2 p.s.f. ZONE # 2n ROOF -128.3 p.s.f. ZONE # 2r ROOF -111.2 p.s.f: ZONE # 2r ROOF -128.3 ZONE # 3e ROOF -111.2 _p.s.f. p.s.f. ZONE # 3e ROOF -150.9 p.o. ZONE # 3r ROOF -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 © ® 0 I 1@ I I I 1 1 I I 1 1 I 4 1 I 1 1 1 0I 1 i . (D I 100, f i I I 0 I I 1 1 10 I t I 1 1__J__ 1 I I• I L___-1 I t ©I ® I r 3r .- © I0 14W.\kiI Fig.30:3-26-D 16 WIDE BUILDING ROOF GCg AREA 24 INCHES.00 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 AREA CONTROLS AREA MULTIPLYING COEFFICIENTS. EFFECTIVE WIND AREA = . 21.33 AREA MULTIPLYING COEFFICIENTS 0•5h For Roof of Components & Cladding .Refer :0.2h to Fig 30.3-2A-D ;. pages 336-339 i ,., I ! OIOi O 1010 GCP Minus Zone # 1 = -1.94 i '' 0.6h �f ` 0.6h GCp Minus Zone # 2e = -1,g4 i" L _ !. GCp Minus Zone # 2ii = -2.53 ( GCp Minus Zone # 2r = -2,53 PLAN GCp Minus Zone # 3e _ -2.53 GCp Minus Zone # 3r GCp Plus Zones ALL = 1.08 Fig.30.3-2A GCpi Plus 0.18 GCpI Minus _ -0.1f , A , , A , Pr = Pressure In Lbs/Sq.Ft. Roof -100.4 p.s.f. ZONE # 1 ROOF -83.3 p.s.f. ZONE•# 1 ROOF -100.4 p.s.f. ZONE # 2e ROOF -83.3 p.s.f. ZONE # 2e ROOF -128.3 p.s.f.. ZONE # 2n ROOF -111.2 p.s.f. ZONE # 2n ROOF -128.3 p.s.f. ZONE # 2r. ROOF -111.2 p.s.f: ZONE #, 2r. ROOF -128.3 p.s.f. ZONE # 3e ROOF Intertek psi Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the state of Florido Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 160 (Vult) Plan # Lofted Barn-20 Floor Load: 125 psf Approval Data: 01/09/2021 Richard Olds, SMP-45 -111.2 p.s.f.. ZONE # 3e ROOF -150.9 p.s:f. ZONE # 3r ROOF Fig.30.3-213-13 -133.9 p.s.f. ZONE # 3rROOF 42.8 p.s.f. ZONE # 1 # 2 # 3. ROOF 59.8 p.s.f. ZONE #.1 # 2 # 3 ROOF 10 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 OVERHANG: NO ENCLOSURE CLASSI FICATIO N:ENCLOSED HEIGHT ABOVE GROUND 9.50 P. = (4)(KZT)(1)(Ps30) A = Adjustment factdrf6r building height and exposure from FIG. 28.5-1 Ke = Topographic factor I = Importance factor - PS30 = Simplified design wind pressure for exposure B, at h = 30 ft, and for f = 1.0, from Fig. 28.5-1 A = 1.21 HEIGHT AND EXPOSURE ADJUSTMENT FACTOR Kit = 1.00. 26.8:2 LF = 0.60 LOAD FACTOR (2.4.1) A = 20.56 ROOF SLOPE COMPUTED PRESSURES BUILDING SURFACE LOAD -CASE 1 LOAD Ci A 40.5 NA o. ODI B -8.9 NA C 27.2 NA D -4.6 NA E -33.5 0.0C F -24.5 0.0C'\ G -23.3 0.0C �" - © H -10 0.0C / EOH -47.6. NA. GOH -37.6 NA Intertek. psi Professional Servlce Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations ConsL Type: VB .Occupancy: Utility Allowed Floors: 1 Fire Rating ExL Walls: 0 Wind Velocity: 160 (Vull) Plan # Lofted Barn-20 Floor Load: 125 psf Approval Date: 01/09/2021 Richard Olds, SMP-45 11 SUBJECT MATTER: COMPOSITE WALL SECTION ANALYSIS 'USE: 43.40 (psf) LIVE LOAD AND 3.00. (psf) DEAD LOAD STUD SPACING .24.00INCHESO.C. ---------- ---= 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: PERPENDICULAR SPECIES GROUP: 1 NOMINAL THICKNESS: 0.37500 AREA (TABLE 1 br 2 OF PDS) 019900 EFFECTIVE THICKNESS: 0.27800 EFFECTIVE PLYWOOD WIDTH: 25.71429 N=Ep/Ew * OC MOMENT OF INERTIA: 0.00200 Ex 1,000,000: 1.50000 JOIST DATA SPECIES: SPF GRADE: #2 htertek• WIDTH: 1.50 psi DEPTH: 3.50 A=(bd)= 5.250. Professional service Industries, Inc •An Fb: 1006 S=(bd^2)/6= , • 3.063 lntertek Company IS document meets or exceeds the E X 1,000,000: 1.40 1=(bdA3)/12= 5.359 Requirements of the state -of Florlda Manufactured Building Rules & Regulations FV: 135.00 V=(W L)/2' 278:372 Oonst Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext.. Walls: 0 - , 12 - Wind Velocity: 160 (Vult) , Plan # Lofted Barn-20 -Floor Load: 125 psf Approval Date: 01/09/2021 Richard, Olds, SMP-45 _ . 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 9.1876 0.4765 1.1919 5.3594 TOTALS 6.9621, 15.5010 4.8466 5.3614 10,2080 NEUTRAL AXIS= (Ad)/A= 2.2265 Ixx= Aj A2+16-o= 10.2080 Sxx= IxYJNA= ' 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 DEFLECTION, POINT: (Dp) 5.w L14/384 E 1 =, 0.08 INCH OK ALLOWABLE = U120 6.60 INCH SHEAR: N = (3'V)/(2'A'B) 79.53 P.S.I. OK ALLOWABLE Fv = 216.00 P.S.I. bitertek. psi ProfesslonalService Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State 'of Florldo Manufactured Building Rules & Regulations Consl. Type: VB Occupancy: Utility . Allowed Floors:.I Fire Rating Ed.. Walls: 0 Wind Velocity: 160 (Volt) Plan # Lofted Barn-20 Floor Load: 125 psf Approval Date: 01/09/2021 Richard Olds,'SMP45 13 SUBJECT MATTER: COMPOSITE WALL SECTION ANALYSIS USE: 43.40 (psf) LIVE LOAD AND 3.00. (psf DEAD. LOAD STUD SPACING "16.00 INCHES O.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'c 347.16 TOTAL EQUIV. UNIFORM LL ONLY (Ibs) PLYWOOD DATA _____________ GRADE: APA RATED SHEATHING EXT FINISH: UNSANDED PANEL STRESS DIRECTION: PERPENDICULAR SPECIES.GROUP:. 1 NOMINAL THICKNESS: 0..375.00 AREA (TABLE 1 & 2 OF PDS) 0.79900 EFFECTIVE THICKNESS: 6.27800 . 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)= 6.250 Fb: 1006 S=(bd"2)/6= 3.063 E x 1,000,000: 1.40 1=(bdA3)/12= 5.359 Fv: 135.00 V=(W*L)/2 185.582 htertek psi Professional Service Industries, Inc An Intertek Company Mis document meets or exceeds the Requirements of the State'of Florlda Manufactured Building Rules & Regulations Const Type: VB Occupancy: Utility . Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 160 (Vult) Plan # Lofted Barn-20 Floor Load: 125 psf Approval Date: 01109/2021 Richard Olds, SMP-45 14 PART A d Ad y AyA2. to 0 -PLYWOOD 1.1414 • 3.6875 4.2090 1.5915 2.8910 0.0020 JOIST 5.2500 1.7500 9.1875 6.3460 0.6286 5.3594 TOTALS 6.3914 13.3965 3.5196 5.3614 8.8810 NEUTRAL AXIS= (Ad)/A= 2.0960 boc= AyA2+lo-o=. 8.8810 Sxx= bodNA= 4.2371 R1 185.58 REACTION (pounds) R2 185.58 REACTION (pounds) Mmax 334OA7 MOMENT(max) . SECTION, REQUIRED: ='Mmax/(Fb*DF)= 2.075 < 4.237 OK DEFLECTION, POINT: (Dp) 5 w LA4/384 E 1 _ U6 INCH OK ALLOWABLE U120 0.60 INCH SHEAR: fv = (3-V)/(2*A*8) 53.02 P.S.I. OK ALLOWABLE Fv = 216.00 P.S.I. intertek o psi Professional Service Industries, Inc An Intertek Company . Is document meets or exceeds the Requirements of the State of Florlda Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 . Wind Velocity: 160 (Vult) Plan # Lofted Barn-20 Floor Load: 125 psi Approval Date: 01/0912021 Richard Olds, SMP-45 15 SUBJECT MATTER: CALCULATES SHEARWALL LENGTHS BASED WITH USE OF 518 TI-11 FASTENED WITH 8D 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 (11/3.5) 1.86 FEET MAX DIAPHRAGM RATIO 3 /1 AVAILABLE ENDWALL SHEARWALL LENGTH ' BUILDING WIDTHS 8.00 10.00 11.25 12.00 LESS 0' OPENING 8 10 11:25' 12 LESS 3' OPENING 5 7 8.26 9 LESS .. 6'OPENING 2 4 5.25 6 - .. LESS 9' OPENING WA NIA 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 0' 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 22.4E FEET 8.00' 60ILDING ' 9' OPENING 0 0.00 FEET 0.'00 FEET . 10.00'.BUILDING 0' 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 92.71FEET 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 12.00' BUILDING 0' OPENING 8880 134.85 FEET 36.00 FEET 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 9' OPENING 2220 33.71 FEET 33.71' FEET (ntertek psi Profe5slonol5ervice Industries, Inc An Iniertek Company Mis document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB .Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 160 (Vuit) 16 Plan # Lofted Barn-20 Floor Load: 125 psf - Approval Date: 01/09/2021 Richard Olds, SMP45 SUBJECT MATTER: CALCULATES SHEARWALL LENGTHS BASED WITH USE OF 318 LP .. SMARTSIDE FASTENED WITH 8D COMMON NAILS AT 6" IN FIELD AND 3" AT - 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 W OPENING 8 16 11.25 12 LESS 3' OPENING 57 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 BUILDINGWIDTHS 8.00 10.00 11.25 12.00 ASPECT RATIO = WIDTH xASPECT RATIO ' 24 3D 33.75 36 PLYWOOD PLACED ON EXTERIOR OF BUILDING. (PLY SHEAR VALUE) • . MAX. LENGTH OF MAX BUILDING (AVAILABLE ENDWALL) BUILDINGALLOWED LENGTH BY SHEARWALL' - 8'.00' BUILDING O' 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 -9' OPENING 0 0.60 FEET 0.00 FEET 10.00'.BUILDING O' OPENING 3360 51.03 FEET 30.00 FEET 10.00' BUILDING 3' OPENING 2352 35.72 FEET 36.00 FEET 10.00' BUILDING W OPENING 1344, 20.41 FEET 20:41 FEET 10.00' BUILDING 9' OPENING 0 0.00 FEET. 0.00 FEET 11.25' BUILDING. O' OPENING 3780 57.40 FEET 33.75 FEET 11.25'.BUILDING 3' OPENING 2772 42.10 FEET 33.75 FEET 11.25' BUILDING W OPENING 1764 26.79 FEET 26,79 FEET 11.25' BUILDING 9' OPENING '756 11.48 FEET 11A8 FEET 12.00' BUILDING W OPENING 4032 61:23 FEET 36.00 FEET 12.60' BUILDING 3' OPENING 3024 45.92 FEET 36.00 FEET 12.00' BUILDING 6' OPENING -2016 30.62 FEET' 36.62 FEET 1Z0.0' BUILDING 9' OPENING 1008 15.31 FEET 15.31 FEET htertek o psi Prc fesslonol Service Industries, Inc 'An lntertek Company . This document meets or exceeds the Requirements of the State'of Florida Manufactured Building Rules & Regulations Const Type: VB - Occupancy: Utility . Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 160 (Vult) Plan # Lofted Barn-20 Floor Load: 125 pal Approval Date: 01/09/2021 Richard Olds, SMP-45 17 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 BUILDING HEIGHT 6.5 FEET ' W: MWFRS ZONE "A" 40.5 POUNDS PER SO. FOOT PLY VALUE SHEAR 630.00 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 1125 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 (AVAILABLE ENDWALL) BUILDING ALLOWED LENGTH BY SHEAR WALL (LOO' BUILDING O' OPENING 5040 76.64 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 0' 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 9' OPENING 0 0.00 FEET 0.00 FEET 11.25' BUILDING O' 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 14117.5 21.53 FEET 21.53 FEET' 12.00' BUILDING O' 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 57AO FEET 36.00 FEET 12.00' BUILDING 9' OPENING 1890 28.70 FEET 28.70 FEET Uitertek psi Professional Service Industries, Inc An Intertek company This document meets or exceeds the Requirements of the State of Florlda Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity'. 160 (Vult) Plan # Lotted Barn-20 Floor Load: 125 psi Approval Date: 01109/2021 Richard Olds, SMP-45 18 Sidewrall 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 Fb psi Ft psi Fv psi Fc-L psi Fc psi E psi Emin psi #F2 SPF 875 .' 450 135 425 1150 1400000 510000 Qty A (in^2) S (in.A3) I"(in^4) F'b psi F'c psi" Bearing Capacity 1 5.25 3.06 .5.36 1887 1653 2232 Axial Compression Axial City RE Psi- ac Cp Pc psi fc psi fc/F'c Capacity 1 594 0.36 0.33 541 158 0.29 OK' 2840 lbs Lateral Bending (C&C) .W = 41.05 psf - My M (in-lbs) Pc psi. fb psi fb/F'c 1 7397 2415 2415 1.00 OK Combined Stresses Max Load Max Span Qty Axial Lateral Combined (lbs) (in.) 1 0.29 0.67 1.00 827 44 intertek. psi professional Service Industries, Inc An lntertek Company' ' This document meets or exceeds the Requirements of the State of Florlda Manufactured Building Rules & Regulations Const Type: VB Occupancy: Utility Allowed Floors: 1. Fire Rating Ext Walls: 0 Wind Velocity: 160 (Vult) Plan # Lofted Barn-20 Floor Load: 125 psf Approval Date: 01/09/2021' Richard Olds, SMP-45 19 2018 Wood Frame Construction Manual Prescriptive Sheathing Requirements. Taiitlo $.11 Wall Sheathing and Cladding Aitachmont_ Ex OSuil�i Rdquirements for• Went Loads p " , C. nd Speed -.. _.... � . 9 secari+igu;t> lmpb} 901, .65 ., 100 l05 ,:410 ,]15 140, ISO 140 150' : 266 170. ,140 .195'. See Fl re Li :ST111917fUR4 SHEATHINGi!. -P: i::l r1l R 'C -Fi rillC •G C rill C• CA =-I a 'C C e .0 e.-e.e.".c' Sheathing location' Stud Spaang - (Inches; o,t) r :." .. " . _:. •, . Maximum tJall Spagng for8d Commari Nails qr 1Od Box Nails (inches, o 0}x 12 6 6[�'[d 6 122 ,6122rlorTone• 16 6 1131 12 612iZ 6 12 6 j2j. 6. 126 126 12 `6 1Z 624, , 6 12 6 1242 6: 12 6 32 6: 12 .6 12 ,6 12 6 12 :6 6 6 12 6 12 6 12 ;6 12 ;6 12 6 12 6� 12 6. 1z 6 12 6 12 ;6 12 @• 13 6. ?2 ,6 12 6; ,5 Eerfnietgr Edge2one 16 6 12 6 12 6 12 6- 12 6 12 6, 12 6 12 6 32 6 12 S 12 6. 6 6 6 6• 6 6: _6 24 6 12 ,fi 12 .6' 12 6: 12 r6 12 6: 112 6 12 "6 .6 6,'6 '6 6 ,6; '6 6: 1 •6" 6:.4 Q _ BOmRD SHEATHING or LAP SIDING Shi jthfnBSiz_e 'Rafter/Trosiswing _ (Inches o c mum NUmher of 8d Corprrion Nails er 10d 86R lJails Per Support - - r .) <_ 1x6,orixBSheathing 12-24 2 2 2 2 2 2` ' 72 2: 2 ;2 I 2' 2- �2= 1%10 oe LargerSheathing• _ 12-2 i g 3 ° .. 3 -3 3 i 3 3. ; 3 3• (,3 3 3 $' E Nail spacing at panel edges (in FpaC , Nailstng,atirerniedlateitjpporfs.fnthepanelfiQli3(irt,) 1 "for will sheathing.tNithirt4'feet of the coinors,:th6Afoot edge zone attac.briregtiirerhentsts skM be used:- S Tabulatedna)fspadngassutnessheathingatfachedtos;ud:framingmemhers:�+lithO4�,c'G<OC99. 3 `Far.exterfoF'O nil siding, galvaNied box nalls shall tie permitted tb be substltuted.fof cpjnrpoij nalis, Intertek psi Prcfesslonal Service Industries, Inc An lntertek Company This document meets or exceeds the Requirements of the stare of Florida Manufactured Building Rules & Regulations Unst. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating ExL.Walls: 0 Wind Velocity: 160 (Vult) Plan # Lofted Bam720 Floor Load: 125 psf Approval Date: 01/09/2021 Richard Olds, SMP-45 20 2018 Wood Frame Construction Manual Prescriptive Sheathing Requirements. Table 3,13A . IWad Sheathing Requlrements.for*1fid' loads • Exposure C .Vllihd'Spced &secdndgust 90 95 :100 .105 'lid . 215• ! 120 -130 140r '150 1 160 170 180; 195.. ;(see Figure 1.1) - WOOD 5TRg4U.0AL RANE0 ,60D. STRUCTURAL' PAN EL3 Stren thAkiskPerpendicularto$u nits �StuJ:5padilg � _ � Minimum'Panel9pan Rating'- • (Minimum Nominal..Pan6l Thlili iess,16.) - - z4/o� , 24/0' z4/o 2d/o ' i4/n za/o za/o ' *p ' 20 " �d/o �4/ti �4/0 " 24/16 . 24/16• 12=24' . 3/8) (3/8) .; (3/8 ; . (3/8) :- • I3/8 (31A (2/8) •• 6A) s (3f8} (3/g) {3/8 (3/$} . (7/16 •• : 0/16). _ . WOOD'STRUM11 LPANEL, :StUdSpacing, 1NInlmuit.PSt!elSpanRating's (inches •o,c) (M1nlmur i Nominal'PaneLThkkneis,16 3 1410 24/0 24/0 24/0 '24/0 " 24/ll 24/0," 2410 '; 24/0 ' 24/0 2410 '24/16 24/16.' ' 32/16 12r ...:.._{3/8 ! :_.(3/B).-. -' f3IB _' , I3f8{'. = (3/B).- - I3/8 ::.' (3I8.-i r 13/8 ::. a3/$}`,, -.I3/8) ,i3/6'.:' '.(7/16 •, ,6/16)_- :its/32)_ 24/0 24/0 2A/0 2A%0 24/Q. 24/0 24/0 ' 24/16 ; " 32/1, 32/15- :32/16 40/20• 40120 : 40/20 16• (3/8) (3/8).. (3%8) :.13/8 (3/8) 1. , t3/8) 1(3/8) (7)I6) . (15/321 (15/32) (15/32):.(19/32): (15/32) f19/32 24J0 ' `.24/0 24/16 32/16 31/16 32/16 , 40/20 4- 40J20 40/20 d8 /24 M124 48/24 24? 3/8) ,' (3/8) (7/16) f15/321 (15/32) {15/32) (19/32 (19/32) (19/32) (19/32), (23/32) (23/32 , (23/32) i Strength axis Is defined as the:axis parallel to the face and back orlentation ofthe flakes or the grain (veneer), which is generally the longpaoel direction, unless othirviise marked.. 2 Sheathing shall be plywood With 4 or mote plies or Mg. 3 Tabulated values assume a two-span.contlnuous tondition. . 4 Minimim ps 1 or Ps 2 panel span iating. Minimum nominal'paoel thickness for given span rating is shown in parentheses. 5 fylinimim panel span rating i0ased omcalculation without use ofincreased values of cross -panel strength associated with structural t -sheathing. Fbr Strutturiil t sheathing, a smaller'retluired span ratingand smaller nornklai parcel thickness may be determined by 61culations that account for increased'cioss-panelstrength• intertek. psi Prafessional Service lndustfiw, Inc ' An Intertek Company . This document meets or exceeds the Requirements of the State'of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors:.1 ' Fire Rating Ext. Walls: 0 21 Wind Velocity: 160 (Vult) Plan h Lofted Barn-20 Floor Load: 125 psf Approval Date: 01/0912021 Richard Olds, SMP-45 8' UTIVFY-(NO.BOTTOM CHORD) 10' UTIUTY• BOTTOM CHORD 14' UTUTY-BOTTOM CHORD ^ 1Y UTIL(TY,earTOM CHORD jf,„ 16' UTILITY;BOTTOM'CHORO Truss Design: LRFD design: max wind load from ASCE 7 -16 fig 28.5-1 61.7psf uplift. (180 mph .rvind ) Utility: L max = 105(60%)/12 = 5.25 ft 2x4 @24" w= 123.4 plf (609,'o) comes from tie across truss ( bottom chord ); cuts span by 40%. M= wL^2/8 x 12 = 5102 in-lbs: S(2x4) = 3.06 fb= 1667 psi Fb (LRFD).= 3000:psi -. this value to be met aifdexceeded by lumber. Lofted: L max = 84" = 7 ft M= 9070 in-lbs fb = 2964 psi < 3000 psi OK TRUSS DESIGN PREMIER PORTABLE BUILDINGS YdMek, nsi a. mlerte.comw.v m6 aovmeenr oxen.r.aore4e roe Mamlacftw MdOng uksa fto Ma e : gD04l.g FubAg.gubtloro `1 ConsL TyD.: VB ft F I Floors; l Foe Baling Eat W.IIs: D ' w 4vmoad 8':(vwp Floor Lo.4:t25ps1 Mv—wo.i«otrogi2ort rvrn.m oas,smrrs . Florida Truss Calculations VAN' �7