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HomeMy WebLinkAboutEngineering dUprerr-= um Ft:� hAa�,ttfac2601 i� onell`ad TaHah&me,F> 3239e-o772 Phone:860.487.1824-Fax 6W.414.8436 Halsey Be-shows, Secretary - Ron DeSands, Govemor Steve Perry February 09, 2021 RECEIVED WeatherKing -FL JAN 3 12022 1221 SW Eaculyptus Ave St.Lucie County Arcadia, FL 34266 Permitting RE: Manufacturer Certification,ID MAF-9749; Expiration Date: February 04, 2024 Dear Steve Perry It is my pleasure to inform you that WeatherKing-FL, located at 1221 SW Eacalyptus Ave, Arcadia, FL 34266,has been approved under the Manufactured Buildings Program,as provided for under Chapter 553,Part I, Florida Statutes,to manufacture Storage Sheds for Installation In I Florida. Construction or modification on a manufactured building cannot begin until the Third Party i Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities I that must be met to maintain approved status.You may expect and demand quality plans review and'inspections. q Each Code change will make your plans obsolete until they have been reviewed,approved and Indicated [on the cover page of the plans]for compliance with the Code by your Third Party Agency for plans review.Please ensure that your plans are in compliance and are properly posted on our website.All site-related Installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification is approved for three years from this date.You will receive a renewal notice by Email generated by the SCIS (www floridabuilding orq)for online renewal.If you have questions You may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. ! Please visit our website at www.noridabuilding.org to see valuable information on the Florida Manufactured Buildings Program.A copy of this letter must accompany applications for local building permits, Sincerely, Robert Lorenzo Manufactured Buildings Program cc:National Design and Inspection, Inc. a F1arWa PE%E Robbins wowaftawwwomm T1ww MMa cv ptf wah dw AN rid*MOW Cod"and 4dlwaMina ITEMS BY OTHERS; OF )GIN_CRQ Rw: CodNtit6m GENERAL AR7TES: 1.RISK CATEGORY dttupa�xy THE FOLLOWING ITEMS MAYBE SUPPLIED AND G NEMA IURE�W4S SEEN DESIGNED INACCORDANCC WITH 12.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED INSTALLED BY OTHERS,THESE ITEMS MAY Tl-I[20¢0 FLORIDA DU�ONG CODE(FBC). SYP l 2,OR BETTFR. ' o t rPoort SUBJECT TO LOCAL JURISDICTION APPROVAL 2,LIVE LOADS: y,h,aty f� FLOOR: PSF fiY�at ��NaM WEATHER KING PORTABLE BUILDINGS IS NOT 2.ALL MATERIALS AND CON.4TRUC7KNJ SHALL BEM 13.ALL UN-TREATED WOOD FRAMING IS TO BE TO BE ROOF:20 PSF RESPONSIBLE I OR THESE ITEMS. ACCORDANCE WTTHTHEABOVE CODES AT THE TIMEOF SPT p2 OR BETTER,UNLESS NO7ED OTNERWiSE panl�PK f 7 E Aior FAW L 0 1.Ti IC FOUNDA7tON AND TIE-DOWN SYSTEM MANUFACTUR 14,WOOD FRAMING SHALL COMPLY WITH THE ANSVAWC 3.DEAD LOADS: FLOOR:4 PSF BE SCALED FOR DIMENSIO NS 'NATIONAL DESIGN SPECIFICATION(NOS)FOR WOOD Amomw y� nd 2.RAMPS,STAIRS NE AND GENERAL ACCESS 3.DRAiA'R�GS SHALL NOT CONSTRUCTKNN'.201& ROOF:5 PSF WALLS:3 PSF &Nuesp r AtMo-w+aM 1lainaYan 4.STRUCTURES ARE CIA---IF IED AS"MNOR STORAGE From dwwryJNnw�a Naoolmi Y 3.ELECTRICAL SERVICE HOOKUP FACILITIES'(RISK CATEGORY 0 PER TABLE 1 W4 3 AND 15.ALL FLOOR DECKING IS TO BE 7G'TREATED PLYWOOD 4 WIND LOADS ARE BASED ON THc"WIt RING: SHOULD NOT BE USED FOR HUMAN HABITATION, ORO R FOR AX S FLOOR TO EXPOSED GROUND SHALLRING VWR-1"00 MPH (2020 FBC FIGURE 1609.3(4)) NDI S.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A BE OF NATURALLY DURABLE OR PRESERVATIVE-TREATED RVJSK CATEGORY I "appRovEa" 3 SECOND W WD GUST OF 160 MPH FOR RISK CATEGORY 1 WOOD M ACCORDANCE W1TH 2304A2.1A. EXPOSURE CATEGORY C }TH STRUCTURES PER FIGURE 1609.3(4)OF THE 2020 FBC. 18 ALL SKIDS ARE TO BE 06 PRESSURE TREATED, INTERNAL PRESSURE COEFFICIENT: DOCUMENT SIDING RATED FOR GROUND CONTACT. GCpNTS& 6.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL COMPONENTS CLADDING: GROOVES IN THE.FIELD OF THE PANEL OR WHEN THE SIDING TO EFFECTIVE WIND AREA,Ao-10 FTa GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL. 17.REFER FASTENING BASED ON CONNECTION AND LOCATION SUPPLIED FASTENING SCHEDULE FORN OF ROOF-PONE 1=19.3,J0.6 PSF N ROOF-ZONE 2 a 19.3,-53.3 PSF 7.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT MEMBERS AS PER THE 2020 FLORIDA BUILDING CODE ROOF_ZONE 3_ 19.3,-78.9 PSF \ Y 4 s IN FLOOD HAZARD AREAS. TAF11 E 2304.10 1,1lNLESS NOTED OTHERWISE WALL-ZONE 4.33.5,-30.3 PSF VIALL-ZONE 5-33.5,-44.8 PSF J &IN ACCORDANCE WITH FBC IW9-tZ STORAGE SFIEOS NOT 18.ALL EXTERIOR NAR-S ARE TO BE ZINC COATED. DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA i9,STRUCTURES S1GOth.D HAVE 30 YEAR RATED ASPHALT EFFEC TIVE WIND AREA,As=20 F11 QU OF 720 SLtUARE FEET OR LESS ARE NOT REWIRED TO COMPLY ROOF-ZONE J-17.6,-29.8 PSF •=`-` ==:- i _ _ ` WITH THE MANDATORY W':NDBURNE DEBRIS IMPACT STANDARDS SHINGLES OR AS TM D7�F(CLA S H)OR 29 GA MET LROOF PANELS. ROOF-ZONE 2=17.0,49.0 PSF OF THE 20MFOC. ROOF-ZONES= 17.6.'73.7PSF WALL-LONE 4 a 32.0,-34.8 PSF , 9. INING ACCORDANCE WITH FOC 1010.1.1•BUILDS THAT ARE 400 20,SECTIONS AND DETAILS SHOWN ARE INTENDED TO BE WALL-ZONE 5-32.0,-41.8 PSF SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN TYPICAL AND SHALL APPLY AT ALL SIMILAR LOCATIONS, CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES UNLESS NOTED OTHERWISE, NOTE:C&C WIND PRESSURES SHOWN MAY BE n ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REDUCED FOR LARGER AREAS AS ALLOWED REQUIREMENTS OF THE 2020 FBC. 21.ALL BUILDINGS ARE TO 8E AO£-Ol1ATELY ANCHORED TO BY CODE •�Ar Tp INSIST WIND LOADS.ANCHORING OF TFIE BUILDING IS 10.ALL ROOF DECKING IS TO BE T�e OSS,9e PLYWOOD, SUBJECT TO LOCAL JURISDICTION APPROVAL. 6•CONSTRUCTION TYPE:V-13 ' )V PLYWOOD,OR EQUIVALENT.FASTEN ROOF SHEATHING TO ROOF FRAMING WITH 2%'RNG SHANK NAILS SPACED AT 22.REQUIREMENTS HAVE.NOT BEEN DESIGNED FOR HVH2 REM WEATHER KING 6•MAX,UNLESS NOTED OTHERWISE ON SHEET S-1.5. REQVIREMENTS AS SET FORTH IN THE 2020 FBC. 8.00CUPANCY GROUP U P.O.sox 108 11,ALL SIDING IS TO BE TREATED TI-i 1,LP SMARTSIDE PARIS,TN 3B242 PANEL,OR 28 GA.METAL SIDING. fiN L No,t + __ D --WIND=1�60 MPH--FBC 2020 1. UTILITY BUILDING FLORI A erRw[cr N Q SHEET NUMBER 77209 A: .Otgitally signed bYKLwLnNolan ME: 12.31.2D20 i STATE ON: cuaAalN BY: KLN 11yy// 11��// .0.4.234?.1920030i1J00.1.1=AON Weather ' � ti�L RQP:'•• ,t �.�/��jrf,.a,,.-"" IOE000001T40C89501F00044A8 � C}IECME08Y: K(.N •••• �7(��{!7 4,cn-KevfnNolan,a US •N+ '� ••• "l.0*1133:?9-06'00' REVISKIM, SCALE:NONE �n,,,~` l,a1�:?� P O RL�18 L E BUILDINGS _ - i, i i NDI ArypTOYetI b P E Robbins FASTENING SCHEDULE DOGUM�NT P1sD 7,�)T ° ""' 2, Fr ESCRlPT1ON OP BUiLll1NG ELEMENT NUMBER ANO TYPE OF FASTENER SPACING AND LOCATION DESCRIPTION OF BLI 171NG 1 1 1 1dT NUNISCR AND TYPE QF FASTENER SPACING ANO LOCATION WALL FRAMING(CONT.) ROOFFRAMiNG 3-Ed roer41wtt24'ratat�.. - a.taa rowwx+Pd'xD.tcrl tAc4l stDEorEw2JlW1T.FACE Iw1. 7•f01&S!P'z at?li] l7 IOd ECIX P'a 0.1M] pdwMA/T4'lAP 9FLICE LFJ4OTN EACtI E2A.TOENA,'l TOP PLAFB TO TOP PLA7F•AT C}:D JOMO 17•r Aa131't44tlb FATJi 616E G6 ERO JO:NTj 1.ROCKR4O9ETtlfFLR 6JlRA JOISTS OR RAFTERS TD J-7'R0.I31'NMIJ! 12-J'14 GAC4E:SIAPL PS,YR`LROYM TnF PLATE UR OTTWA FRMMIO, 3-3•14 CAGE STAPLES,IV CWYM -- .�.... 1EdC�.1NC21(af}'ztl.taY) 10'D.C.FACE INa ._ t-EdTpN4ACN zaiN') FACIIEWYOCNAA -- "_ 2.3'G D,ar mt s En-nTed PlA'iF FO JC187,RtJ JdST.0AN0 JOIST,CP. 5M H(NG(a7i•i 0.4]a] 1.7 xGA0E STARES 7LOCKS1301UTATBRACLUVAUPNIELA) rz0A31 XMS ITOL.FACENA9 2 WE .ELOCXMS TNW+FTMNOTATTWyWL TOP 0.10Y) SxGAGEMAPIE.i CROWN - P1ATE.1D RAFTEiL 2.Tod COA0AONJVr GA NAIL 3-r z4t3r NALLS 2-I04DcX(041 'z G1tl2] I 3.3-14 GWE STAPLES _ NOT TOU PLATE TO JOIST.KIl1 JOIST.$AND JOIST.OR S•10d SOA aO.i'�i') 1SO.G FALFNAL RCffQEMC6 BMETB Sd.4 AND 5 79 SLOCKWO(AT 41.'4ARD WALL PAHM81 1-rztl.131'1dAa.E COLLAR Tie W RAPIER 4-3.14 GALN'STAPLES,;{i CRCLSD! i 3.1aF CGI.1AlG1 FJ'z0.t46] 4•Ed CO3YJD21 tom+'�D,OI'1 3.14d SOk rz0,= D 4.Wd EWl(raat7Sj roEMAG p.Afn.RR R OWFAM TR TO TOP PLATC. 4•W4 SM rz O.tld] TOENAE 4.S'a 0.131•NAAB 4-J'.S.131•F*J S 4.3'xCAC-ESTAPLES.NN'CROM 4.3.14 4AGE STAPLFS.W CROON STUD TO TOP OR BOTTOM MATE 2.-Old CotalEJ'1 W7 EO.TS2') 3.ad COLWON.(2Y'z.0.131] 3:IN Rol' D.1In END HAR 3-its om P'A a17a] EACH JOIST.TOE14A11 J-r z0.t31'TYJI.S CrAM X,SjSTOTOPPIATE 3 rz0.gi•t4ALS 3-r t4 DADE STAPLES,I(i 4;RLM44 3.r 14 GAGE e7APl15,S4-CImYM a-41na>NnIG11�st;' nlEr) WALL FRAMING 3•IWsoz(J'z tas7 FACENVL TCP PLATES,LAPSAT COWAEMAND INTI:ESECDORS J.3'z 0.131'NA71S iMCOMMON( 'zn142') IVMO.FACE NAIL _ 3•3 'NGAMSTAPLES,Yr'CRC44N STUD To STDITVOTAT BWXD WALL PANELS) Ioe Roxa•a4+M'1 fr GG,FACE NAIL FLOOR FRAMING rA601.WJLS 3.W 14 CAGE STAPLES _ t-fb CO7FAEN312Y.40.131•) - IMCO+EA7NPYi'z0.41Y) IV OL FACE NA'L J-{0a S67((3'z0,tt6] To•x.X Jowr TO sm 3.r z our NAP S 1 Ib ECDI zala5'j srox,PACENAa- 3•rj40A0CSIAMMWCRO%%STUD STUD NNIAEUTDNO 9140E AT 'R'IrTRO TtlALI CpWt'cR8{AT BRACED NAIL.PANELS) a'z0.t3rt4AIL9 10d EO%(7'z G72E] 24'0,C FRCP NAIL AT TOP AND BOTTOMirO.G FACB KATL rz DJWNARS STAGGERED ONO POSH£SOM 1 a-3'14 DACE STAPLES,FIR•CNITJ•N r l4 GACe bTAPLE4 SW CNOYtN _ 4-Ed COYNON(2X't 0.131'1 TOENAIL SM7 UP SEAMS AW.. WNIMotr H£AOER TO STUD 4-1Od EOW(P•a0.11807 S-tOd0D3*?1AAS2a] MID 4W AT EACH SPICE.FACE NA4 a•3',1 a131.44AAa Ip OONGO!}(9j$'z 0.t#') Ir O'C-FACE HNL J•r 14 CAGE STAMS,Wi CPMvK Toe9a)(Y.O.T2s'} J•tOd Gaablri(F3yy 4162') TOP PLATE TO TOPPLATE rz a13T•NAILS 12'O.C.FACE RXIL 4.10d EOtt lr z E.la r W GAOP STAPLES.Ki MOM JOST TO SAM JOIST OR RW JOIST 4.3'z0.131'MULE CTa3 NhL 4•r 14 GAGE STAMM Yn'CRV+'N4 i `'LANO44j4jk4y, UTILITYBUILDING-FLOR11DA-WIND-160 MPH--FBC 2020 PROJEC7 NO: SHEET NUMBER * 7G (11t3,T7P09 5 k E DigNa*y s fined by Kevin Nolan snit: 12 31-2020 I iKiN 341-9B 1410coo OO174OC89$ IFO0044 Weather Kftn1g nttnGK 0�,//v/j�a�'�"�-'11� 1740C84501F0(7P14A ® rstFCUEU By: KLN Dair.2021.01A8 11:34:D606'09' PORTABLE BUILDINGS 1TcvlsaN; SCALE:NONE hdnuautuoT' 1 Approved bV Phillip C Robbins •Floil R PE•40070 FASTENING SCHEDULE (CONT.) Men No. tR2,00T7 Dna:v,1�' ---- —.. NDI DESCRIPTION OF BUILDING ELEMENT I NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 'N���o�J h N �- Y U SUSFLOOR,ROOF AND INTERIOR WALL SI-IEATHING' ACh'� EDGES INTEMEDIATESUPPORTg VIV'G1Y (INCHES) (INCHES) arnuAC,ORn€ma,,T,( ,0,11-T(s6WL0M 6 12 AND WA113 eacovAmORDEr-mvoMVIo.n/7tRoor) a 12 s11'�0.1137 HAIL(SLOMFLOOR AND TMW a -- 12 _ g•Tnr j�FLo�alAnwuij{`c71o1.N a - 6 21f••0113-TOO WAM 10k 000f) _ 6 12 11j-15 okW STAPLE.%C CR01417 N100f) 3 6 M COM'.AW7 O.fll 8 12 a]OLF (Y'A6.113 (IDUa1S.fM1RA�WALU =Y•roil 6 12 2K•x 0.1u•Rca1 raweR HAS. ,. EXTERIOR WALL SIDING z11'.a1u•r0Ho s1u2acHa,L a(Sze WMI) ° Sf'IP 6At4RT3UF,PReossm PM-ML OR }(•TRG47TA 1606R7 2}j•�0.113•Ra1tT Si'PJaC HAIL 3(WDFEALL) e •A."SPA=AlftoCN13ATIMUPJ MAE9RP'CRTSY(IfRE 6PAhB AR5 C6C0110AME WffH 1135 SCHEDULZ AHD n*CFnM A1:ST 6 EASSTEN 700 THET >PA1E P7 &0. d VnKREAA TERISFASTEREO TO ANABIAC[HTPMAl1ELCE°V1n C k yTEm SMLL B:C ACCOADAHCE MIT T1!>9 LC11EDlAE.Ta:lfLRA&:ROF TOI]Wla G7 0iE R'STFASIW.L 9E pLT3R17fD iD aC REt7ULCD aT OHP.NA9.. 1 I—A10 UTILITY BUILDING-FLORIDA-410=160 --FBC 2020 ND.77209 ;*= PRO'ecrNo SHEET NUMBER RDN:DigltallysignedbyKevinNolan DATE 12-31-2020WeaK S42 —UWATE jTXoI74oj. � OWwNmW KLN 10(:DOODOt74i�69501Y�004RA8 1 C} cK[oar, KLN •••.••"' �.�' 4.En=Xevin NDIan,c---t15 Date;2021.01.0811:307-WOO' PORTABLE B U I L D I N G S rat"Slar SCALE:NONE s, I 't , 4 - f r �'.l''­�''�e��1,�''­'�,:I�'"ZI���,,-���I"-'.­'.,."-�,I-�,,""',.?,,..r'1��,�I"I'll,,.�_.�...�",,.'�.......,,.:-1..�-�,�:,�..�,Iz,1,-,,',,,_.,,-"�,"'",,--,.."�,I��,�1�.��,'­1­_��k_-_,"l,"' I..,�..,�.,-'1I, f ii APPtovod by PhiNfp E Robbinn a �l .F1dtWa NEd0010 F. , ,' •�. .....' .`3 ,` .r. - _ L i'., ... - - _ I l is- .. . . ::� n i , : „.. t _ S O'�,` t I '.,i: ..-.,,r : _, �,rep.. '-y " _. " `v7' ., 11 a MNC LLENLiTH(10=0`DE) 3 -pt f ' 'SO 0 "APPR011ED" p t 21P 0-MAX LENGTH(0'-0 WtOE) w�v ;rI W , 4 I L Q, % v yy „ I'll I -' E: I l' i (:. I ( ( I l I I "i' i I ' I' I I ' I I..-l I• I: I ;OVTs3DE 4x0 TRTD SKID k �� t - - - (READ FOR 11'-2"WIPE BOWINGSANCI� I� ( ` I�� I', I I, I I 1 I RJSl0E4zsTRTOSKID' N I I I I: I I .I l I i 1 x :E .� . s .I IiIIIIIIII IDE Ax8 TR r ,' t.r BUSLDIN(�.4,DN11� SKID WIDE . 11 i f ! I i I `I I I I I` I I 1 I I l I l .iT l ,- 4 r x TREATED R1Ae IOiST s -CONY.Zx4 TREATED FLOOR JOISTS Q 10.0 C.MAX(8 WMit) (TV"), o- CONT.P TREl ITED FLOOR JOISTS C@ 10 O C,MJ1X(10'31 T-2-WIDE)" (SPI IO JOISTS ARE. bT PERMITTED) + ­..L " , � _.��' , " �. N '. , . .. ,�'1�11' ��: �r_ (�' '­� " - 4 TYPICAL FLOOR FRAMING PLAN i g ! 7 t .t , 4 $,. i ,: „ , " , �'-','�,' "'," ­ ,­' .� 1,°°•i! ;L,. ° °u••,�s r .,, UILLING< FLOR1mA. lND. 160 :N1PH FBA 202 `4 . '," �� ,I'&.. � % . �TILITI( t sE, a I 'Y"' '"y fi N k PR07E. I — .14(fMBER No 47Z09 * ° by Ke-An Wlan 12-31�020 _ _ Ita07 s ned •e 's:y • -'STATt.,•:. .:.. ;�.... .0,9.23 00100a i 11 A01 .y t2192(1U3,. ,('Sy ;KW ' 1 . � .F,OF , 'I r "--41i, ''I A•,•. fi:.,.,, -,. .�. •.`+. 470C000001744C64501T00044A + .,.9 GNECKEq 6Y ' :1M^�� �Y x� s�•� �`4� A :: E4jrnaKtvbsNotaAFaUS E 3 1� - :. KLN" ..�'� a i�� ., i,t, Dsu:20xtAt.OSti3G48.06'W: . .P©RTAB�LE..BIJtLB11:1'41CS�i,. . �;""" ' ry4i ���. RNISKNY SCALE.NOTTOSCALE . „ •a.1 .'...�. 1. 3 b ,.., ». _<,.:, -,., : I. I f _ _ _ _ ___ 1 ' ._ ,._. .. . ___._.. � ,_ -.. _ .. _- - -._- __ . _ -. - , -- .. __ _.... . r_-.._ -f_. : %, i A,nM ed UY Pliflllp F,Robbins .Flo n PE-490T0 Plan ERM1o077 Dab;7lit 1 27-0•MAX LENGTH(111.2-WIDE) _ — 30'D• L�NG,,,c;D-0-v�loE) "APPROVED" -- - --- DOCUMENT 4'.0•.OR 6'-D' PORCH 2x4 STUD WALL TREATED RIM JOIST 6 7- ABOVE (Np) 4 � 3 OUTSIDE 4x6 TRTD SKID 3 S- (REO'O FOR iV-2`WIDE BUILDINGS ONLY) it INSWE 4x6 7RTD SKID � q b O H OUTSIDE 4x6 TRIO SKID (REO'D FOR 11'-2'WIDE BUILDINGS ONLY) SPAN Of TRTD PORCH DE: CONT.2.4 TREATED FLOOR JOISTS @ 1G'O.C.MAX.(8'WIDE) 46 TRTD POST CONT.2x6 TREATED FLOOR JOISTS 0 16-O.C.A1AX(10'31V-2'WIDE) ABOVE(TYP) (SPLICED JOISTS ARE NOT PERMITTED) 1 S•32 TYP UTILITY CABIN FLOOR FRAMING PLAN(OPTIONAL)_ `tpPlteutlugrnrrr`7 MPH _FBC 2020 so UTILITY BUILDING—a—FLORKDA-410=160 � .. • Na77209 1.*� IxzoJEcT NO' SHEET NUMBER *t `Digitally signed by Kevin Nola, * ( DA7E 12-31•2020 DNt C7'�i��H,q C-'rS<�,wTpCVA}A� alll'9„e '• $ /" �.`�� 'A&1 =KevM Ndanc=US ORAWN BY: KLN S-11-IVIDU Kin 0300:100 11 DOv:4ioCo00WI740E950IFMG4d crLcxe KIN ........... oWeather 9 Date:2021L1.0611:3hW REVISION: SCALE:NOT 10 SCALE NannrnlrtuH,g ABLE BUILDINGS _ Approved byy Phifl E Rnbbinn FbIMa PE- 0070 PteD o• R71007T lie :viI i NI 32"-D'AINCLENGI}1(11'•T WIDE} _ OAPPROVED" -� w-o-MAX I,FNGTHnO'-O'WIDE) --- DOCUMENT TREATED RIM JOIST q OUTSIDE 4x6 TRTD SKID (READ FOR 11'-2"WIDE BUILDINGS ONLY) Zv (REO 4x8 TRTD SKID a OUTSIDE 4x8 TRTD SKID (REO'D FOR it'-2"WIDE ¢ BUILDINGS ONLY) 3 a PP 2x4 STUD WALL ABOVE(TYP) CONT.2x4 TREATED FLOOR JOISTS®10"O.C.MAX.(6'WIDE) 4x6 TRTD POST 1 2 CONT.2x6 TREATED FLOOR JOISTS 0 16°O.C.MJVC(10'&ti'-2'WIDE) ABOVE(TYP) SJ2 S.g 2 SPAN OF TRTD (SPLICED JOISTS ARE NOT PERMITTED) _...PORCH DECKING 12'-D'MAX PORCH SIDE UTILITY CABIN FLOOR FRAMING PLAN(OPTIONAL) �N --UVIND=160 MPH--FBC 2020 s° � UTILITY BUILDING--FLQRI®A PROJECT ND; *° SHEET NUMBER Na7724H Digitoysi0ned W Kevin Notan DWather KQinm" ATE- 1231-2020 0' DRAwn Ov: KLNSAMlocooDoo174acaysotTDoo44Aa iV� r/ Or: KLN ,yOn1p;. s� Da1c7021-01.0811:37:35.06W PORTABLE BUILDINGS RLMSION. SCALE:NOT TO SCALE h+otpn=Hun , Approved V FE�L�DOy-G,^•Robbins --_ Minn�o• R42d1a0977 8!e11111'021 NDI 'APPROVED"" DMUMENT 37-D'MAX LENGTH a 4 0 2x4AB VE(T WALL ABOVE(TYP) 3 -OUTSIDE 4x6 TRTU SKID S32 INSIDE 4x6TRTD SKID !v -- —OUTSIDE 4x6 TRTO SKID SPAN OF TRTD PORCH DECKING TREATED RIM JOIST (TMP) CONT.2x6 TREATED FLOOR JOISTS @ 16-O.C.MAX. 4x6TRTD POST 1 2 (SPLICED JOISTS ARE NOT PERMITTED) ABOVE(TYP) S 32 S S 2 17•a^ DELUXE UTILITY CABIN FLOOR FRAMING PLAN(OPTIONAL) ~.......Ik,.. ry ILDIN�--FLORIDA--WIND=160 MPH--I=BC2020 .....a��,y�GpNs�.... �. UTILITY BU *; No.77209 ;*+� rRaJF�r No SHEET NUA3ER 2 i ;k (xgi;agy signed by Kevin Nolan rxTs 12-31-2020 S M King A ORAWN BY: KLN -1.3-9B 09.23a MI740300.10IF00 44AB Weather t� 111oc6660o174oc89sorroOA+wna CHEWFI)BY: KLN 4,cn..Ke do Nolan,c=US 9 Date.702I.O1A6113B-00-06.00' PORTABLE BUILDINGS F:�vls� SCALE:NOT TO SCALE nwmm�>N - Approved by PfAdip E Robbfns Floc a PE 0070 i Plan No. ,Oo77 Dale:,nt 21 NDI E 52-0'MAX LENGTH i I 1 OUTSIDE 4X8 TRTD SKID INSIDE 4X8 TRTO SrJD iv Y f 44 m i OUTSIDE 4X8 TRTD SfCR1 I ' I i ' TREATED RIM JOIST (rrP) CONT.2.8 TREATED FLOOR JOISTS IV O.C. (SPLICED JOISTS ARE NOT PERMITTED) UTILITY WI ROLL-UP DOOR FLOOR FRAMING PLAN(QPTIQNAL) I-No wTiLITY BUILDING—FLORKDA-410=160 MPH--FBC 2020 N F a PROJECT ND: SHEET NUMBER *= Na77209 i* r ; � aT� ,2�91,202D � s STATE t � 'ON: txtAwN sr: KLN � . �5 t�$1347i9i0t136D.,00.,.t=Atli ' . Weather King o 4IoCoo 11,748C1950IFOOW4A CI CKFD9Y• RLN ''••''' J 64,m even Notan,aU5 REvwoN: SCALE:NOT TO SCALE �'4.,, t p,��° Data2l12tA1Ae1139ZU-06OU PORTABLE BUILDINGS roved Ph41 E Robbins M R bbyy p Florida FE070 Pien o.iEP2100771 US '11 i z1 NDI 37-T MAX LENGTH OV-7WIDE) - -_ ._ "APPROVED 3a4-MAX LENGTH(10'-dr WIDF) DOCUMENT -- 20'-0'MAX LENGTH(6'-W WIDE) �r 00 m 0 FASTEN ROOF SHEATHING TO FRAMING AT 6 INCHES O.C.AT EDGES AND IN THE FIELD,UNO. m REFER TO FASTENING SCHEDULE O FOR ADDITIONAL INFORMATION. m VARIES tRtOOFUSSES.REFER TO SHEET S S S AND 5_ FASTEN ROOF SHEATHING TO RIDGE FRAMING AT 4 INCHES O.C.AT EDGES AND IN THE FIELD WITHIN THE END STRIP AT EACH ENDWAU-. REFER TO FASTENING SCHEDULE FOR ADDITIONAL INFORMATION. ROOF FRAMING PLAN ROOF SHEATHING DIAGRAM t.uO�",,�. O - 0= 0MPH--FBC 2020 ........ ��qq4IT BUILDINGOl'ILpRCJCCTNC A N0. 209 * SHEET NUMBER O{gitally signed by Kevin Nolan DATE 12-31-2020 i ^qb, {STp�7AkT 1pEP � - ON aaAwh 13Y* KLN 42.10 -A01at -OCO01740C89501FOOW4A04, ciEGhDOr KLNWeather King SARB y �i ca=KwAn Nolan,cUS RENTS ON: SCALE:NOT TO SCALE ���„k pjp'j-„oP" Date:2021DI.D811:39:05-06'0V PORTABLE BUILDINGS __ _ i Appmved� {n 70 w ma' MpPPROVLE�D` Pi"70, EIIW0077 t9:1111 21 REFER TO NOTE 10 ON DW�1Y1G1�� ASTM D3161 CLASS FOR REFER TO NOTE 10 ON ASTM 03161 GLASS F OR ST IEETS-0 FOR ROOF SHEATHING ASTM D7155 CLASS H SHEET So FOR ROOF SHEATHNG ASTM D7158 CLASS H ASPHALT SHINGI ES OR ASpi iALT SHINGLES OR 29-GAGE METAL ROOFING 29-GAGE A1ETA1,ROOFING ROOF T RUSS.REFER TO SHEETS S-2A AND 3.2.5 ROOF IRU`S•REFER TO SHEETS 8-2.4 AND 5-2.5 PROVIDE CONT.METAL PROVIDE CONT.METAL DRIP FDGE AT EAVES DRIP EDGE AT EAVES AND GABLE ENDS. �/-AND GABLE ENDS. REF-.DETAIL 31S-3.0(TYP) REF.DETAIL XG-3.0(TYf v 2x4 STUDS @ 16"O.C, 2x4 STUDS 0 t0.O,C, PROVIDE DOUBLE (2)2x4 PROVIDE DOUBLE (2)2x4 �'Tt-11 SIDING, TOP PLATE STUDS AT WALL SIDING }�•Tt-11 SIDING. TOP PLATE- STUDS AT WALL SIDING � �'s`LP SMARTSIDi VERTICAL SEAMS VERTICAL SEAMS W PRFCISION SERIES LP SMARTSfOE O K PRECISION SERIES 190 SIDING,OR O 190 SIDING,OR `7 29 GA METAL SIDING e b 29 GA METAL SIDING 3i'TREATED PLYWOOD OR °' (REF NOTES) Pe TREATED 500FLOOR PLYWOOD OR (REF NOTES) pERFORMAX$00 FLOOR DECKING. X 500 FLOOR DECKING, DECKING. I -�o (2)40 TRTD SKI 2.4 TRTD FLOOR JOISTS 2z6 TRTD FLOOR JOISTS 16'O.C.MAX (2)4xG TRTD SKID 1(Y-01 Q 18'O.C.MAX 10'WIDE 8'WIDE NOTES FOR METg_VALLIROOF PANELS: 1)METAL WAIL PANELS WIT}1THE RI6S�RUNNING HORIZONTALLY SHALL BE ATTACHED TO WALL SHEATHING PER DETAIL 1014 SHEET 8-3.3 AND DETAIL 1 ON SHEET 5-3.4. 2)METAL MALL PANELS WITH THE RIBS RUNNING VERTICALLY SHALL BE ATTACHED TO 2x4 GIRTS IN ACCORDANCE WITH DETAILS 2 AND 3 ON SHEET S-3.3. 3)METAL PANELS ATTACIED DIRFCTLY TO WOOD FRAMING 314ALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S-3.3 4)METAL PANELS ATTACHED TO DECKING SHALL DE ATTACHED NOTE:REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 Q S-0.2 IN ACCORDANCE WITH DETAIL 1 ON SHEET S-3.3 FOR MEMBER ATTADIMENTS UNLESS NOTED OTHERWISE. BUILDING SECTIONS �r.•'��y°t�`tvoC°'pw�, --FLORIMA-410=16a MPH--FBC 2020 UTILITY BUILDING 1 y� PROJECT NO: .k SIIEET NNUMBERNo.77209 D191taly sipped by Kevin Nolan �TF' 12-31-2020 * C IOtt STATE S 410C{D00100300.t00.i.1 o-ADI �e a t h e r K i yam,yy CHEC fi D KLN 's L0 R19� /ia.,- ' �Iao�oo,74ocsysoliawa4A R *■ ]■gQp ci!ciO:Dor: KLN ` SCALE:NOT TO SCALE 84,cn-xamNolan cp m Datc:2021.01.08 1134.30 06gfy P p RTA B L E BUILDINGS ��� Appoved by PMMip E Robilts Florida PEAB070 Plen �rz21oo1r Date:+ltl o2t REFER TO NOTE 10 ON ASTM D3161 CLASS F OR NOTES FOR METAL WAIUROOF PA1�LS; SHEET S-0 FOR ROOF SHEATHING ASTM DTt58 CLASS H 1)METAL WALL PANELS VVITH THE RIBS RUNNING HORIZONTALLY NDI ASPHALT SHINGLES OR SHALL BE ATTACHED TO WAI L SHEATHING PER DETAIL 1 ON N j�[1RRO EDN 20-GAGE METAL ROOFING �ru +�� �` SHEET S-3.L AND DETAIL W 1 ON SHEET S-3.4. i�MM I VT ROOF TRUSS.REFER TO 2}METAL WALL PANELS WITH THE RIBS RUNNING VERTiC.N I Y 1 y SHEETS S 2.4 AND 5-2.5 SHAI L BE AT TACHED 1-0 2x4 GIRTS IN ACCORDANCE WITH L PROVIDE CONT.METAL DETAILS 2 AND 3 ON SHEET 9-3.3 DRIP EDGE AT EAVCS 8}METAL PANELS ATTACHED DIRECTLY TO WOOO FRAMING AND GABLE ENDS. SHALL BE ATTACHED IN ACCORDANCE WITLI DETAIL 3 ON SHEET S-3.3 ' REF.DETAIL 36•3.0(TYP) - 4}MFTAL PANELS ATTACHED TO DECKING SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 1 ON SHEET S-3.3 2x4 STUDS @ 1W O C. PROVIDE DOUBLE %'T1.11 SIDING, (2)2X4 TE STUDS AT WALL SIDING % LP SNLARTSIDE VERTICAL.SEAMS D: PRECISION SERIES O 190 SIDING,OR 12 29(;A METAL SIDNG �"TREATED PLYWOOD OR (REF NOTES} PERFORMAX SW FLOOR DECKING. s54' --..----- 2x8 TRTD FLOOR J015T5 IV,D.C.MAR (4)4x6 TRTD SKID " 11'-2"WIDE ' NOTG REFER TO FASTENING SCHEDULE ON SHEETS S-01 A S-02 FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE. BUDDING SECTION r`�soanL 1Vur"rib �— -- - MPH--FBC 2020 UTBUILDINGFLORIDAWINDILI TY 16 �. .4�GENs�•,1+4^ Prm.IECTNo: SHEET NUMBER a~A 3 Na*209 5=* DtylUBy signed IN Kenn NoLan txTi 12-31.2020 STATE i DN .I.I=AWeatherKi 1MAWNBY Kl_N .4jQC 42.19200300.10olrooD4 1 � ■f!q 410C000001240C89RIIT00014A 4✓.1 Cwa>c[bav: KLN ••' �6 84,cn-0,4n Nolan,L"US Dates2021.01RB11AOp4 C6ov PORTABLE BUILDINGS NcvslON: SCALE:NOT TOSCALE i 4ryrinrn�x msj5fi� " I - *4 p� ApPrtrred bV PWIVP E Robbins Florhta PE•49070 R£-FL::R TO DETPJL 5ON nMu {�N 1 ROOF TRUSS Plan N0. .R21oo7l Date:1111 0V A FTRUSS SHEET S3.1 FOR STRAP IJ�� REFER TO DETAIL 5ON ATTACHMENT.(TYP) SHEET 63.1 FOR STRAP LAP THE TOR BATE ATTACHMENT.(TYP) THE TOP PLATE FROM THE S(DE WALL OM THE SIDE:WALL OVER THE ENO WALL PLATE ER Ti IC END WALL PLATE --- AT EACH CORNER EACH CORNER. 1Ye'-16 GA M.ETAI.1y,'-19OA METAL BRACING STRAPBRACING STRAP (SEE N ,TYP) DOUBLE TOP PLATE (SEE NOTE,TMDOUBLE TOP PLATE W-0'MAX OPENING REFER TO DETAII.4 ON REFER TO DETA8.4 ON \\ // SHEET S3.1 FOR STRAP SHEETS3,1 FOR STRAP ATTACHMENT.(TYP) ATTACHMENT.(TYP) ATTACH STRAP TO EACH ! _ STUD W1(2)8d NAILS MIN (TYP) ADDITIONAL 1)n"-16 GA 10'-0"WIDE FRONT ENDWALL `�RAPFOR 0'LO BUILDINGS 2P•0'TO 30'•C'LONG 8'WIDE FRONT ENDWALL (SEE NOTE.TYP) ROOF TRUSS REFER TO DETAIL 5 ON ROOF TRUSS OPTIONAL WINDOW SHEET S3,1 FOR STRAP REFER TO DETAL 5 ON 36'WIDE MAX(TYP) ATTACHMENT.(TYP) SHEET S3.1 FOR STRAP LAP THE TOP PLATE ATTACHMENT.(TYP) DOUBLE TOP PLATE FROM THE SIDE WALL OVER THE END WALL PLATE _ 1Y•-16 GA METAL _ AT EACH CORNER tY 18 GA METAL LAP THE TOP PLATE BRACING STRAP- BRACING 5TRAP FROM THE SIDE WALL (SEE NOTE,TYP) -^� DOUBLE TOP PLATE (SEE NOTE,TYP) \ OVER THE END WALL PLATE AT EACH CORNER. REFER TO DETAIL 4 ON REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP SHEET S3.1 FOR STRAP ATTACHMENT:(TYP) ATTACH STRAP TO EACH ATTACHMENT.(TYP) ATTACH STRAP TO EACH STUD W)(2)8d NAILS MIN. STUD VJ!(2)8d NAILS MIN (TY� (TYP) 10'-0"WIDE REAR ENDWALL 8'WIDE REAR ENDWALL NOTE:METAL STRAP BRACING IS NOT REQUIRED FOR WALLS SHEATHEO WITH WOOD SIDING,PLYWOOD,OR OSB ttLttt°tR -- ND=160 MPH--FBC 2020 ttt L , BUILDING-_FLORIDA U�IVIITY PROJECT No: SHEET NUMBER • 0.N77209 *'` _ *! — D13az1!y ctgned by KeAl Ndan DATE: 1231=202D /1�� s * 3 i ,24 ! •. i DN: �c�1 DRAWN 9Y: KIN ' STATE C 09.2343.i3200.7C0.100.Li=Ap1 Weather �ingP A.' `` '410000000174tK89'S0ITDOOH CNEC<ED OY: KLN ,.. ..... /" +•�'fl�� Al4,tn=.kevinNdaM1c�S �NA1- mr o� p2101m,1'°1z PORTABLE BUILDINGS 9Evu1oN' SCALE:NOT TO SCALE +kI�UURnNtJt*c .06V0' - I Appro"d byy Phillip E Robbins FlotbtI PE-49070 APPROVED ROOf TRUSS fan o• :tt27tki77 afo;011 ort REFER TQ OE7AI.5 QN ROOF TRUSS NDI SHEET 331 FOR STRAP !l ArTAcH NT.(TYP) FROM T LAP THE TOP PLATE DOCUM ,,,�"'l i TOT'PLATE FROM FfF SIZE WALL PROM THE SIDE WALL OVER THE END WALL PLATE OVER THE END WALL PLATE _____ ______ AT EACH CORNER. —.._ _..—. AT EACH CORNER. — - 1N"-W CA METAL BRACING STRAP (SEE NOTE,TYP) DOUBLE TOP PLATE r;-(Y OPENING 2x4 KNEE BRACE REFER TO DETAIL A ON EACI I SIDE 2x4 FLAi'w/2x4 ON EDGE OVER SHEET TO DETAIL rOR, 4 ON OF DOOR �THE DOOR.REF DETAIL&S-3.0 ATTACHMENT,(TYP) ATTACH STRAP TO EACH (2)2,4 STUDS EAC.FI STUD W1(2)Sd NAILS MIN. _ SIDE OF DOOR (TYP) 11'-2"WIDE FRONT ENDWALL 0'•(r OPENING REFER TO DETAIL 5ON ROOFTRUSS 11'-2°WIDE FRONT ENDWALL SHEET S3.1 FOR STRAP ATTACHMENT-:(TYP) W/ROLL-UP DOOR(OPTIONAL) LAP 7HF.TON PLATE. FROM THE SIDE WALL NOTES FOR ROLL-UP DOOR OPTION: OVER THE END WALL PLATE AT EACH CORNER. 1.FOR BUILDINGS SI FEATHED WITH T1-11 OR LP SIDING,PROVIDE FULL HEIGHT 1Yl-16 GA METAL - %e OSB OR PLYWOOD WALL SHEATHING ON THE INTERIOR FACE OF THE WALL. BRACING STRAP ATTACH THE SHEA7HINGTO THE WALL FRAMING WITH 2W x 0.113"RING SHANK (SEE NOTE,TYP) NAILS SPACED AT 3"MAX. DOUBLE TOP PLATE 2,FOR BUILDINGS SHEATHED WITH METAL SIDING,PROVIDE i/a"OSB OR PLYWOOD WALL SHEATHING ON THE INTERIOR FACE PLUS I HE EXTERIOR FACE OF THE WALL REFER TO DETAIL ON THE EXTERIOR METAL.SIDING SHALL BE ATTACHED TO SHEATHING PER DETAIL SHEET S3.1 FOR STRAP 1 ON SHEET 5-3.3.ATTACH THE SHEATHING TO THE WALL FRAMING WTTH 2V x 0.113" ATTACHMENT.(TYP) RING SHANK NAILS SPACED AT 3"MAX. ' ATTACH STRAP TO EACH STUD W/(2)8d NAILS MIN. (TYP) 11'-2"WIDE REAR ENDWALL NOTE:METAL STRAP BRACING IS NOT REQUIRED FOR WALLS SHEATHED WITH WOOD SIDING,FLYWOOO.OR OSB `,y�yt6ytilHNit//t/fiQ --160 MPH--FBC 2020 UTILITY BUILDING-FLORIDA-WIND PROJECT NO: A? No.7T209 ";* 5}lEFT NUMBER { = Digitally signed by Kevin Nolan DATE: 12-31-2020 '//j R S_Y ��V i •�J.: �$"IOA'F'E q y 41cC�2. 1740Ol%0 r0^A01 Weathwr King t%L1WN OY: KLN 7 �OR10 '.. s' / ' n//i�✓' 116LOWtlU17A0C8950trOW3A cr�cKCDHv: KLN 1 A84,cn=KeWn Nolan,c=US '�ItttpiHH,L,y� Dear PORTABLE BUILDINGS rsvisArr y0,��57pN� a�a° Dale.zozl.v1D811r71:69 SCALE:NOT TO SCALE Approved bbyy Ph!IVp E Robbins Florlda PEA9070 (2)2z4 TRUSS Pjen o. ,ER210p77 Dao:151 c21 GENERAL NOTES: 2x4 TRUSS 4'-r 4'3' PLATE PLATE(TYP) 1.REFER TO SHEET S-0 FOR DESIGN LOADS. 16 i 5-10" 6-10, 2.MAXIMUM TRUSS SPACING=24'O.C.UNLESS NOTED OTHERWISE. _ 12 3.TRUSS TOP CHORD SHALL BE BRACED W1 STRUCTURAL WOOD I'" 5 'WpPPRQ' DM SHEATHING ATTACHED DIRECTLY TO 1RUSS MEMBERS. g•-0+ I, -2z4 DOCUMENT AAA '•' 4.ALL TRUSS MEMBERS ARE TO BE SPF 82 OR BETTER. - "— S.TRUSS PLATES ARETO BE A MINIMUM OF 20 GAGE(MT20) ALL TRUSS MEMBERS TO BE 2x4 SPF#2 HYDRAULICALLY PRESSED IN PLACE EACH SLOE OF TRUSS, 2x4 TRUSS PLATE(TYP) U.REACTIONS DUE TO WIND ARE BASED ON MWFRS END ZONE MAX REACTIONS PRESSURES.INDIVIDUAL MEMBERS DESIGNED FOR HORIZ. 51 LBS. ALL TRUSS MEMBERS TO SPF MZ COMPONENTS AND CLADDING WIND PRESSURE. NET UPLIFT. -221 18S (l1NLESS NOTED OTHERWISE) 7.DEFLECTION MEETS U240 LIVE LOAD A14D U100 TOTAL LOAD. GRAVfTY: 20d LDS. 8'WIDE UTILITYTRUSS HORIMAX ZA1LONS S, 8.LOAD DURATION ADJUSTMENT FACTORS: HORlZ: 71 LBS. ROOF UVE:1.25 NET UPLIFT: -309 LBS. WIND: 1.60 GRAVITY: 284 LBS. 2x4 TRUSS 6.-3" 5_a• 0.REPETTTNE MEMBER INCREASE 1.15 PLATE(TYP) --`--'��`-- 11'-2"WIDE UTILITY TRUSS 12 --15 iV 101-01 ____.. to ALL TRUSS MEMBERS TO BE 20 SPF 42 MAX REACTIONS HDRIZ: 64 LBS. i NET UPLIFT: -276 LBS. GRAVITY: 264 LBS. 14'WIDE UTILITY TRUSS I I tpat1 L-autrrr� --FLORIDA--WIND=160 MPH--FBC 2020 !� ...... . UTILITY BUILDING *t No.77209 *", PROJECT N0: SHEET NUM13ER * x „D1g"signed by Kevin Nolan DATE: 12-31-2Q20 'HpR, 1 ON: S-2.4-ub ng ! v 0.g.2342,79200380.100.1.1 cA01 ' CHECKS Y: KLN... <O...%WwAN F �� Fy �L�,�.�^'•41BC0UfA01940C89501FBS Weather CHECKED BY: p(,(,j+J .•$'.�.�..... ,~ A84,cn=IWM Nolan,r--US DatcZ011.01.U811.41.36 PORTABLE BUILDINGS REVISION: SCALE:NOT TOSCALE °irnrurruula' a,'W I - i r GENERAL NOTES: 1.ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, SUBMITTED SEPARATELY. s 2.DESIGN LOADS ARE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE. 3.WIND LOADS ARE BASED ON THE FOLLOWING: ULTIMATE DESIGN WIND SPEEDS:2020 FBC FIGURE 1609.3(4) Vult=120 MPH - Vult=140 MPH `- Vult=160 MPH RISK CATEGORY I a - EXPOSURE CATEGORY C _. INTERNAL PRESSURE COEFFICIENT: GCpi=t0.18 - 4.THE MINIMUM ANCHORAGE SHALL BEAN ANCHOR AT EACH CORNER OF THE BUILDING. LOCATE THE ANCHOR WITHIN 12 INCHES FROM THE CORNER. REFER TO ANCHOR SCHEDULE FOR ADDITIONAL ANCHORS THAT MAY BE REQUIRED. ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS SHALL BE SPACED EQUALLY. 5.WEATHER KING IS NOT RESPONSIBLE FOR THE PREPARATION OF THE PROPOSED SITE OR DETERMINATION OF THE SITE'S SUITABILITY TO SUPPORT THE PROPOSED STRUCTURE.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF SITE CONDITIONS ARE SUITABLE TO SUPPORT THE STRUCTURE. 6. TIE-DOWNS AND ANCHORS ARE TO BE SUPPLIED AND INSTALLED BY THE PROPERTY OWNER. WEATHER KING IS NOT RESPONSIBLE FOR ANCHORING THE BUILDING. 7. THE SCHEDULES INDICATE THE RECOMMENDED NUMBER AND TYPE OF BUILDING ANCHORS TO BE INSTALLED BY THE PROPERTY OWNER ALONG EACH SIDE OF THE BUILDING. GROUND ANCHORS SHALL BE RATED FOR SOIL CLASSIFICATION 4a. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED. 8. GROUND ANCHORS DESIGNED FOR SOIL CLASS 4a OR BETTER. SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS,ALLUVIAL FILL. BLOW COUNT,PER ASTM D1586,OF 18 TO 23,AND A READING ON A TORQUE PROBE OF 276 TO 350 INCH POUNDS. THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4a SHALL BE 48 INCHES. ' WEATHER KING P.O. BOX 108 PARIS,TN 38242 L.s : - MASTER ANCHORING PLANS—FLORIDA—RC 2020 *; No.77209 •; * PROJECT NO: SHEET NUMBER Digitally signed by Kevin Nolan. DATE: lO: STATE q DN: 12-31-2020 09.2342.19200300.100.1.1=AO14 CHECKED BY: KLN 1QC000001740C89501F00044A8 ® DRAWN BY: 0-AP eathr In KLNS—g 'O�S(QN��1,,p� c4�n Ke Nolan,c=US , �/.. Date:2020.12.31 10:33:28-06'00' PORTABLE BUILD] cxS - REVISION: SCALE:NONE SCHEDULES FOR GROUND ANCHORS W/STRAPS UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-O" 2W-0" 26'-0" 28'.0" 30'-0" 32'-0" B'-0"' 2 2 3 3 3 4 - - - - - - 10'-0" 2 2 2 3 3 3 3 4 4 4 4 - 1172" - 2 2 3 3 3 3 3 3 1 3 3 1 4 UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28A" 75J 32'-0" EFO" 3 3 4 4 4 5 - - - - - 1 O7 0" 3 3 3 3 4 4 4 4 5 5 11'-2" 2 3 3 4 4 4 4 5 5 5 UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" N 20'-0" 22'-0" 24--0" 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 4 4 5 5 5 - - - - - - 10'-0" 4 4 4 4 5 5 6 6 7 7 - 11'-2" 4 4 4 5 5 5 6 6 7 7 ti�t"""""" MASTER ANCHORING PLANS FLORIDA FBC 2020 ot�J�N No�p 'k;• N0.77209 •; * - PROJECT NO: SHEET NUMBER DigitallysignedbyKevinNolan DATE: •`Q� STATE — DN: 12-31-2020 y'�•' �t OF 4�"'',A`""."�'4'q•,",�•NOR 10t�`,•� • /�. KILN I Y: KLN0.9.2342.19200300.100.1.1=A014 CHECKED BY: S-1.0—AP A000000 00044A8 __ inNoln,c=U ww Weather King& Date:020.123110:33:57-06'00' PORTABLE RUILDIgIG� REVISION: SCALE: SCHEDULES FOR EYE ANCHORS BOLTED TO BUILDING UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 1W-0" 20'-0" 22'-0" 24'.0" 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 2 3 3 4 4 5 107-0. 2 3 3 3 4 4 5 5 5 6 6 - 11' 3 3 3 3 3 4 4 4 4 5 UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 8'-0- 4 4 5 5 6 6 1O7—w 3 4 4 4 5 5 6 6 6 7 7 11'-2" 3 4 4 5 5 5 5 6 6 7 7 UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0' 24'-0" 26'-0" 2W-0" 30'-0" 32'-0" 8'-0" 5 5 6 6 6 7 - - 10'-0" 4 5 5 5 6 6 7 7 8 9 9 117-2" - 4 5 5 6 6 7 7 8 B 8 9 ° JE s : --- MASTER ANCHORING PLANS—FLORIDA—FBC 2020 *; N0.77209 •; *C PROJECT NO: * = Digitally signed by Kevin Nolan SHEET NUMBER __ a`r DATE: 12-31-2020 -- _ •• STATE { DN: 4 Q .O OF P• 0.9.2342.19200300.100.1.1=A014 DRAWN BY: KLN — <oR�o..: _ti C000001740C89507F00044A8 ® S 11-AP �� •''••••• ,Q� WeatherKfflnag CHECKED BY: KLN l,,� 4,cn=KeLin Nolan,c=US t`�,,`,, / Date:2020.12.3110:34:18-06'00' PORTABLE BUILDINGS REVISION: SCALE: PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION.PLACE W/GRAIN RUNNING 20 GA.x 1Y"WIDE GALVANIZED VERTICALLY. ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS. ATTACH ANCHOR TO W/(6)1 Od NAILS MIN. ATTACH TO ANCHOR W/SLOTTED BOLT PER MANUF.SPECS. RIM BOARD W/Y"O BOLT W/WASHER (GALV.) N ` REFER TO SCHEDULE REFER TO SCHEDULE FOR ANCHOR INFO. FOR ANCHOR INFO. FINISH FINISH OUTSIDE GRADE GRADE SKID(TYP) 1-BOLTED EYE ANCHOR DETAIL 2-TYPICAL ANCHOR W/STRAP DETAIL OUTSIDE 20 GA.x 1Y<"WIDE GALVANIZED SKID(TYP) STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/SLOTTED RECOMMENDED GROUND BOLT PER MANUF.SPECS. ANCHOR SCHEDULE CONCRETE SLAB FINISH U O TIE DOWN ANCHOR. C3 O o SOIL ANCHOR DESCRIPTION REFER TO SCHEDULE GRADE w o_y CLASS FOR SPACING(TYP) ¢a 5/e"0 ROD x 48"LONG w/(1)6"HELIX 0 ROD x 48"LONG w/(1)6"HELIX 4a a/"0 ROD x 48"LONG w/(2)4"HELIX EYE ANCHOR-%"0 ROD x 48"LONG w/(1)6"HELIX EYE ANCHOR-a/"O ROD x48"LONG w/(1)6"HELIX NOTE:REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS DESCRIPTION. ATTACH ANCHOR TO CONCRETE SLAB ON CONCRETE W/%"DIA. GRADE BY OTHERS. EXPANSION BOLT W/ 4"MIN 3"EMBEDMENT(TYP) 3-TYPICAL CONCRETE ANCHOR W/STRAP DETAIL °ti:0111111�s :. - --FLORIDA--FBC 2020 MASTER ANCHORING PLANS L.NOL'''�.,,� •Y:''GEN l�'. *;' N0.77209 *�� PROJECT NO: * Digitally signed by Kevin Nolan SHEET NUMBER STATE DRAWN DATE: 12-31-2020 •'• 0.9.2342.19200300.100.1.1=A01 O •.�+ OF Q.: .. ,/ ! DRAWN BY: KLN •�,iA� OR10,:'• ++J` L/') •4100000001740089501 F00044 Weath--,-r Kinge 3-2.0—AP 4 •••'"• " +J / ` d �84,cn=Kevin Nola n,c=US CHECKED BY: KLN ""ONALp++� f Date:2020.12.3110:34:41 REVISION: jam/ De'oD' PORTABLE BUILDINGS scALE:1"=r-o PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION.PLACE W/GRAIN RUNNING 20 GA.x 1Y"WIDE GALVANIZED VERTICALLY. ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS. ATTACH ANCHOR TO W/(6)10d NAILS MIN. ATTACH TO ANCHOR W/SLOTTED OUTSIDE BOLT PER MANUF.SPECS. FINISH RIM BOARD W/Yz"0 SKID(TYP) GRADE BOLT W/WASHER (GALV.) FINISH GRADE pr REFER TO SCHEDULE = REFER TO SCHEDULEFOR ANCHOR INFO. FOR ANCHOR INFO.OPTIONAL 16"x16"x4"SOLID MASONRY L 16"x16"x4"SOLID MASONRY BLOCK PAD.REFER TO SCHEDULE AD.REFER TO SCHEDULE FOR QUANTITY AND SPACING. FOR QUANTITY AND SPACING.(TYP) 1-BOLTED EYE ANCHOR DETAIL W/OPTIONAL BLOCK PAD 2-TYPICAL ANCHOR W/STRAP DETAIL W/OPTIONAL BLOCK PAD OPTIONAL BLOCK PAD SCHEDULE BLDG NUMBER OF PADS BENEATH EACH SKID WIDTH 10'4" 12'4" 14'-0" 16 0" 18'-0" 20'-0" 22'-T 24'-0" 26'-0" 28'.0" 30'-0" 32'-0" 81-0" 2 3 3 3 - - - - - - - - 10'-0" 2 2 2 3 3 3 1 V-2" - - - 1 3 3 3 1 3 3 1 3 1 3 3 4 NOTES: 1.BLOCK PADS ARE OPTIONAL. 2.BLOCK SIZES SHOWN ARE NOMINAL. PADS MAY CONSIST OF EITHER A SINGLE 16x16 BLOCK OR(2)16x8 BLOCKS. 3.BLOCK PADS SHALL BE PLACED WITHIN 12 INCHES OF EACH BUILDING CORNER. ADDITIONAL PADS,AS REQUIRED,SHALL BE SPACED EQUALLY. ,N�L.N°�""q MASTER ANCHORING PLANS-FLORIDA-FBIC 2020 t'•yVGElVS�; [� *;• N0.77209 •"; *�� PROJECT NO: * = Digitally signed by Kevin Nolan SHEET NUMBER STATE DN: DATE: 12-31-2020 •,e0 OF 0 9.2342.19200300:100.1.1=A014 DRAWN BY: KLN �A ijfy�•410-000.00001740C89501 F00044A8W=--w-ather 0 CHECKED BY: KLN'viSRe Date 020n12311 1035:04-06'00' REVISION: try PORTABLE BUILDINGS SCALE:1"=V-0