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HomeMy WebLinkAboutProduct Approval RECEIVED APR - 6 1011 Permittie Department1, �r 9 Si. Lucie County, r51!nh:.g_:.;_ r!vr:ra. °G=`-�•' —__.-- Ron Eip tinlis, _a,',all'rnl February Ott, 207.1 Pon v }t .1�aJ �fi lr f'ciC LS'j h`1;;'eve Ar C:iul:l, R.34266 ...�,.,.. �r : Manufactusi r Ct�rt:ficatirm, ID MAF-9749; Expiration r:ratc: r ebruary O'l 21)24 Ocar S;tcvo Porno Ti:+s nny;Measure to;::form you that WeatherKing- FL, located at l.J?_I SW Eacalypt,i s Ave, Arca6a, FI.34-466, has been approved under the Manufactured Buildings Prograrn, an,;,ravided for tinder Chapter L5 Part i, Florida Statutes, to manufacture Storage Sheds for inss_allauon jr, Florida. Construction or modifict;+_ion or.a manufactured building cannot begin until the Third Party Agency has approved Lhr plans in accordance with the rurrent Florida Building Code. Your Third Par( Agcnc:•is e, I-ni.the Department.and lids slalut,my auLhArity and re,ponsibilit'c thrr!€niisf br- met to maintain approved status.You•'may exper.;.and do-mated quality plans and In�C�iCtiOnS. Each Code ch�inge-MIN roake y;-ur plans obsolete until they have been revievred, approved and ind:c_ ed j cn?he cover pagr;Of the plans] for compliance with the Code by your TI Ord Party Agency`o-plans rc.vrenv. Please ensure that your plans are in cuniplianco and are properiy posted r:r: clur All«ite-related installation issues are subject to the local arrthirity h•::vinc iU!i,-OiC Linn. The On--,part!n:.nt:'s:cniractor vtdl make unannounced monitoring visits at Wast ance each year. YOU mUSt grant comolcae aco- ss to your manufacturing facility and records to rem,-in in compliance vaith !J-'�!r:d s and regulations of this pr-ograni. Yot!r c(•rtific.rtior? is approved for•three years from this date. You,,ill rr:ceive a renekaal notic^by Ermrl ganeratc=d by the BCI:;( y_}v.fleri dab uilding..grq) "Or online renewal. If you havo questions yn,i;,-„y,contact Rnf;ert Lorc,,Zo at 850-717-1835 or our FAX at 850-414-8,136. f;ease .'isri;,;rr nveb ii:c aL '.:':.-�,jkiriclabuildinq.grg Lo see valuable inforniaLion on 1.he 17.1oriCl, H;inefact'ured B+!ildings Pr'ogiant. A copy of this letter must accompany applications for local building!?errnits. SutcerslY, Robpr;Lorenzo f=lanufar!.un::d Buildings Program cc:N liunn!Design:Ind inspr:�r-lion, Inc. Approved by Phllilp E R„bWp, Flo,ldn PE-49070 i�DECORATIVC.TRIM PlAn tTo R210070 n10:VI nort ��l ItlUI mAPPROVED PROVIDE CONTINUOUS -A INUM Z-BAR FLASHING I I I I I I I ATTACH TO FRAMING Wl 1'k� ` L _�-1 STAPLES AT 12-O.C.(TYP) I I I i I I FRONT ELEVATION DOOR AND V47NDOW LOCATIONS SIDE ELEVATION VARY PER CUSTOMER. Fr-"-1� I I I I PROVIDE CONTINUOUS ALUMINUM Z-BAR FLASHING I I i I AT SIDING HORIZONTAL JOINTS. L L_—_jj NOTE: ATTACH FRAMING WINDOWS,DOORS,AND TRIM SHOWN ARE CONCEPTUAL.ACTUAL WINDOW,DOOR,AND TRIM STAPLES AT 72"O.C.(TYTYP) MAY VARY PER CUSTOMER REQUEST. OPTIONAL DOOR OR WINDOW. - LOCATIONS VARY PER CUSTOMER. REAR ELEVATION w pttHu Nnu,y"tNN�"oC������ LOFTED BARW-FLORIDA-410=160 MPH--F".ff2020 z No.77209 * _ UkJitally signed by Kevin Nolan PROJECT NO: E NUMBER `S�Fi T -,r7��• STATE ?DN: Weahe K "ng GATE: 12-31-2020 %N0. 0.9.000OO9L0030C895.1 F000 - _ _ ,o OP � � 9RAtnN.er. KLN ,.. L ORIOA,,•` �.�` `tat oCo0aa0 t JnoCa950tF000c ((3 " ''',i� ••.....••_s , 4A84.c. Kevin N.I-Ar-US t r CHECKtb av: KLN 1 LB /ONALtussst s` -0b'b1Y 021.01.08 1233:59 RFV ISION: 11 SCAL E:NOT TO SCALE PORTABLE BUIL®INGS AppTow)d Gy P1111Xp E Robbhts FIX R PE-40070 EXTERIOR WOOD SIDING. PIRn No. PER2=76 DRIG:111(2021 .REF DETAIL 1/S-3.0 FOR 2x4 WALL GIRT.REFER METAL WALL SIDING w! NAILING REQUIREMENTS TO DETAIL 2!S3.3 FOR RIBS RUNNING VERTICALLY. SPACING ANDjEN ATTACH TO WALL GIRT PER TRTD REQUIR DETAIL 3/S-3.3 PLYWOOD TRIM TRTDPLYWOOD NDI ROLL-UP[HODR GUIDE. TRIIA ❑ O /ATTACH TO WOOD JAMB (2)2x4 SP N2(OR BETTER) ��/��{-R�p/pV Ep D�� W ax . D79' MB STUD.REFER TO ROLL-UP DOOR GUIDE. ��1GUIYI�Itl SGREYVS Q 12'O.C.PER 196 FASTENING SCHEDULE ATTACH TO WOOD JAh18 2 2x4 SPtt2 MANUF.SPECS.DOT-1 14 FOR NAILING REQUIREMENTS - J (OR BETTER) w!y'x 1.75-LONG LAGSCREWTO D F"MAX SCREWS Q 12"O.C.PER0 79 FASTENING SCHEDULE AMB STUD.REFER TO ABGVE FINISHED FLOOR. MANUF.SPECS.BOTTOM LOCATE GUIDE FOR LAG FOR NAILING REQUIREMENTS SCREW TO BE CENTERED SCREW TO BE 6'MN( ON JAMB STUD CLOSEST ABOVE FINISHED FLOOR. ' LOCATE GUIDE FOR LAG TO DOOR OPENING SCREW TO BE CENTERED 1-ROLL-UP DOOR JAMB DETAIL ON JAMB STUD CLOSEST METAL WALL SIDING OVER TO DOOR OPENING (WOOD SIDING) WALL BORPLYWOOD REF DETAIL 1/S-3.0 FOR 3-ROLL-UP DOOR JAMB DETAIL TRTD NAILING REQUIREMENTS (VERT METAL SIDING) PLYWOOD - TRIM ROLL-UP DOOR GUIDE. ATTACH TO WOOD JAMB (2)2x4 SP#2(OR BETTER) w/y.-x 1.75"LONG LAG 0.79" JAMB STUD.REFER TO SCREWS Q 12-O.C.PER 1.96 I -- FASTENING SCHEDULE MANUF.SPECS.BOTTOM f- FOR NAILING REQUIREMENTS SCREW TO BE 6'MAX ABOVE FINISHED FLOOR. - LOCATE GUIDE FOR LAG SCREW TO BE CENTERED ON JAMB-STUD CLOSEST TO DOOR OPENING 2-ROLL-UP DOOR JAMB DETAIL (HORIZ METAL SIDING) z101,; MN°" FLORIDA--VAIN -i60 I�PH--FRC 20.... . LOFTED BARN- - 20 * IV0.7 72D9 •;* z_ NOTE REFER TO FASTENING SCHEDULE ON SHEETS 3-0.1 AND 3-0.2 FOR PROJECT NO: - ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. SHEET NUMBER STATE DigllAfy signed by Kevin Nolan DATE: 12-31-2020 O A OF 'I DN: }� _ OR1P; 0.9.234L18200300.100.1.1=A01I1 KLN —35— ',!' . ..... . /' � DC000W1740cu0s01F0W44Aaa WeatherKing Q*� DRnwNBY. KLN �•VI L® IS70 fv , cn-Kevin Nd4n,c=US CHECKED RY: ryyNNulufaH D41e:2D21.0I.08 I2!33:I4-05'00' PORTABLE BUILDINGS REVISION: SCALE:1 1/2"=1'-O --- —-- _ - Approved byy PhllBp E Robbins -- --- Flodda PE-49070_ 20 TRUSS 2x4 TRUSS _ Plan No. PEWID07O DBIO: Ill 0021 GENERAL NOTES: MEMDER(TYP) MEMBER(TYP) \ 2x4 TViUSS 2x4 TRUSS 1,.REFER TO SHEET S-0 FOR DESIGN LOADS. %\ )p' PLATE (TYP) - \1 PLATE (TYP) 2.MAXIMUM TRUSS SPACING-24'O.C.UNLESS NOTED OTHERK'ISE. 0 3.TRUSS TOP CHORD SHALL OE BRACED WISTRUCTURAL WOOD m �� _ SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. ' r� SEEN OTE 10 SEE NOTE 10 L 4.ALL TRUSS MEMBERS ARE TO BE SPf 42 0R GETTER. - /- ____________ /- NDi c NI UM CF 20 GAGE &1T20 I ' 10'-0' OVEDIS HYDRAULICALLY PRESSED IN PLACE EACH SIDE OF TRUSS. T d �DCI���t�N 0.REACTIONS DUE TO WIND ARE RASED ON MWFRS END ZONE MAX REACTIONS MAX REACTIONS C) 1 PRESSURES.INDIVIDUAL MEMBERS DESIGNED FOR HORIZ: 108 LBS. HORIZ: 121 LBS. COMPONENTS AND CLADDING WIND PRESSURE. NET UPLIFT: -175 LBS. NET UPLIFT: -227 LBS. GRAVITY: 269 LBS. GRAVITY: 333 LBS. 7.DEFLECTION MEETS Lr240 LIVE LOAD AND U180 TOTAL LOAD. • 8'WIDE LOFTED BARN TRUSS 10'WIDE LOFTED BARN TRUSS B.LOAD DURATION AD!USTIAENT FACTORS: ROOF LIVE:1.25 WIND: 1.60 2x4 TRUSS 2x4 TRUSS 9.REPETITIVE MEMBER INCREASE:1.15 MEMBER(TYP) MEMBER(TYP) 2x4 TRUSS 3_ 2z4 TRUSS 10.HORIZONTAL THRUST IS TO BE RESISTED BY LOFT JOIST 5. 11- rD• PLATE(TYP) ��� y PLATE (TYP) REFER TO SHEETS 5-2.0,S-2.1.AND S-3.0 FOR LOFT JOIST SIZE. \1 Y ct AND ATTACHMENT INFORMATION. 10 SEE NOTE 102y_ _ v 6 B•-(r 10-o b R T 4 MAX REACTIONS MAX REACTIONS HORIZ: 108 LBS. HORIZ: 121 LBS. NET UPLIFT: -179 LBS. NET UPLIFT: -231 LBS. GRAVITY: 250 LBS. GRAVITY: 314 LBS. 8'WIDE LOFTED BARN TRUSS(OPTIONAL) 10'WIDE LOFTED BARN TRUSS(OPTIONAL) 1-No _ ENS LOFTED BARN --FLORI A— MID=160 MPH--FBC 2020 r No.77209 PROJECT NO. SHEET NUMBER * = 011)[0111 signed by Kevin Not- DATE: 12-31-2020 •5 STATE 'DN: DRAWN 6Y: S-2.4-LB .0.9.2342.19200300.100.1.1-A014 KLN�0-Ko In Naa9c--US oo44Aeeather K'n��14.cn=Kcv;nNOL hc-U5 WCHECKED BY: KLN Dntr 202 1.01.0012:78,54-a ? PORTABLE R TA B L� BUILDINGS 1 .�1 V C S REVSGH: SCALE:1/4'-1'-0- ---------- ----_— _—.-- -- --_---_'_--.._.----- _---_--.-- APPrnvrd by PhlMip E Robbins —_----'------ Ftorldu PE-49070 PIS— PER210076 DAIO: 1/1/2021 2,4 TRUSS MEMBER TYP) PLATE 2x4 TRUSS PLATE (TYP) NDl ci "APPROVED" DOCUMENT \v° SEE MOTE 1D � 1 F MAX REACTIONS HORIZ: 125 LBS. NET UPLIFT: -258 LBS. GRAVITY: 370 LDS. 11'-2"WIDE LOFTED BARN TRUSS 2x4 TRUSS MEMBER(TYP) a: 2x4 TRUSS PLATE (TYP) 11�— SEF NOTE — IAAX REACTIONS HORIZ: 125 LBS. NET UPLIFT: -262 LBS. GMV(TY: 351 LBS. 11' 2"WIDE LOFTED BARN TRUSS (OPTIONALI MPH--FRC 2020 Es� LOFTED BARN—FLORI[DA-410=160 *; No.77209 * PROJECT NO SHEET NUMBER * = /Digitally signed by Kevin Nolan �` 12.31-2G20 '0:, STATE DN: DMWN BY: KLN_ S-2.5—LB . pp Q.. .410co 2.19200300.W lF00A01 Weather. King .LpR19,.�`,.`� ,d���/jLy/410C0000o1740C89501F0oM4A CHECKED By'. KLN """�J Sq<n=Kevin N0lamc=US 0 s�`` Date:2021.01.0812:2727-06'00' PORTABLE eUtL®11'�1GS REwS10M SCALE:1/4'=1'-D" App,owd by PhlUlp E Rotbina .Florldo PE-40070 ROOF TRUSS -HOOF TRUSS ATTACH EACH JAMB Plon No. veRmom Dolo:vl 1m2i REFER TO DETAIL 5 ON �� 2x4 STUDS 16"O.C. 5IUD TO ROOF TRUSS r, / LAP(IiC_l OP PLATE SHEET S3.1 FOR STRAP w!(3)3-x 0.131- I I� FROM THE SIDE WALL ATTACHMENT (TYP) —DOUBLE TOP PLATE RING SHANK NAILS OVER THE END V.'AlL PLATE AT EACH CORNER "lei--16 GA METAL LAP THE TOP PLAI E \ BRACING STRAP—� FROM THE SIDE WALL (SEE NOTE.TYP) OVER THE END WALL PLATE I 2x4 FLAT w/2x4 ON EDGE OVER "OPENING AT EACH CORNER. -THE DOOR.RCF DETAIL 61S-3.0 REFER TO DETAIL 4 ON 2x4 KNEE BRACE SHEET S3.1 FOR STRAP EACH SIDE ATTACHMENT.(TYP) OF DOOR (2)2x4 FULL HEIGHT STUDS ATTACH STRAP TO EACH EACH SIDE OF DOOR.NOTCH STUD W1(2)Bd NAILS MIN. THE STUDS AT THE P.00F (TYP) L, { u U TRUSS. 11'-2"WIDE FRONT ENDWALL s'-B•OPENING f"'"—' NDI 2x4 STUDS t@ 16'O.C.� ROOF TRUSS H REFER TO DETAIL 5ON 11'-2"WIDE FRONT ENDWALL APPROVED SHEET S3.1 FOR STRAP W/ROLL-UP DOOR(OPTIONAL) ATTACHMENT.(TYP) DOUBLE TOP PLATE NOT ES FOR ROLL-UP DOOR OPTION: 1Y.'-16 GA METAL - t FOR BUILDINGS SHEATHED WITH Ti•N OR LP SIDING, PROVIDE FULL HEIGHT BRACING STRAP LAP THE TOP PLATE %OSB OR PLYWOOD WALL SHEATHING ON THE INTERIOR FACE OF THE WALL. (SEE NOTE',TYP) FROM THE SIDE WALL ATTACH THE SHEATHING TO THE WALL FRAMING WITH 2Y;"x 0.113-RING SHANK OVER THE END WALL PLATE NAILS SPACED AT 3-MAX. AT EACH CORNER. 2.FOR BUILDINGS SHEATHED WITH METAL SIDING.PP.OVIDE%."OSB OR PLYWOOD REFER TO DETAIL 4 ON WALL SHEATHING ON THE INTERIOR FACE PLUS THE EXTERIOR FACE OF THE WALL. SHEET S3.1 FOR STRAP THE EXTERIOR METAL SIDING SHALL BE ATTACHED TO SHEATHING PER DETAIL _ ATTACHMENT.(TYP) 1 ON SHEET S-3.3.ATTACH THE SHEATHING TO THE WALL FRA41ING VVIVH 23p"x 0.113- ATTACH STRAP TO EACH RING SHANK NAILS SPACED AT 3-MAX. STUD VVI(2)tad NAILS MIN. (TYP) 1 T-2"WIDE REAR ENDWALL NOTE METAL STRAP BRACING IS NOT REQUIRED FOR WALLS SHEATHED WITH WOOD SIDING,PLYW OOD,OR OSS °'' ILI'P40 LQFTED BARN--FLORIDA--WIND=160 MPH-®FRC 2020 �11 v�CENi No.77209 :,F�s PIto3EC:Na SHEET NUMBER * _ Digitally signed by Kevin Nolan D.AIE: ON: 12.3T-2020 STATE ,0.9.2342.19200300.I00.1.1=A01 Weather King DRAWN BY. KKILN LN S-2.3-LB p^-� GORIOP'' � 41000OD00174OC89SOIF00044A CHECKED BY:84,cn=KevinNdan,c=US IIWO",,. - Dale.2021.01.0S 12:28s8-06'00' PORTABLE BUILDINGSRevlsicMc SCALE:NOT TO SCALE --_--_ -----APvroved Lpp Phllllp E Robbins ----�� ----- gg]] ,Flofl PE-40070 � TnRO\)� -ROOF TH �- ROOF i RUSS (" v Plan No, Pc�Z>op>9 DOIo:to f207+ REFER TO DETAIL 5 ON 2x4 STUDS REFER TO DETAIL 5CN 2-4 SUDS Ei'16'O.C. SHEET S3.1 FOR 57 RAP—SHEET S3.1 FOR SiRAP—\ ATTACHtAEN7.(7YP)ATTACHMENT.(iYP) LAP THE TOP PLATCDOIHILE TOP PLA7E FROM 7HE SIDE WALL OVER THE END WALL PLATE _ AT EACH CORNER. tYa"-1G GA METAL LATHE TOP PLATE 1Y<'-10 GA METAL BRACING STRAP, FROM THE SIDEWALL BRACNG STRAP (SEE NOTE,TYP) OVER THE END WALL (SEE NOTE,TYP) qtD^Mq7( DOUBLE TOP PLATE i PLATE AT EACH CORNER. OPFN2NG 6'-0'MNC OPENING i REFER TO DETAIL 4 ON AIIIIIIIAI REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP \\ SHEET S3.1 FOR STRAP / ATTACHMENT.(TYP) ATTACH 51RAP TO EACH ATTACHMENT.(TYP) STUD`NI(2)&1 NAILS MIN._/ 4"L (TYP) i ADDITIONAL IYa'-16 GA 10'-0"WIDE FRONTSTRAP FOR BUILDINGS 8'WIDE FRONT ENDWALL 22'-0'TO30'-0'LONG (SEE NOTE,TYP) ROOF TRUSS 2x4 STUDS Q 16"O.C.— ROOF TRUSS 2x4 STUDS�18'O.C. REFER TO DETAIL 5 ON REFER TO DETAIL 5 ON SHEET S3.1 FOR STRAP SHEET S3A FOR STRAP- DOUBLE TOP PLATE ATTACHMENT.(TYP) ATTACHMENT.(TYP) DOUBLE TOP PLATE OPTIONAL WINDOW 36"WIDE MAX(TYP) 1Y'-16 GA METAL ty-16 GA METAL BRACING STRAP LAP THE TOP PLATE BRACING STRAP LAP THE TOP PLATE (SEE NOTE,TYP) (SEE NOTE.TYP) _FROM THE SIDE WALL FROM THE SIDE WALL OVER THE END WALL OVER THE END WALL PLATE PLATE AT EACH CORNER. AT EACH CORNER.R. PLATE REFER TO DETAIL 4 ON REFER TO DETAIL 4 SHEET S3.1 FOR STRAP SHEET 53.1 FOR STRAP ATTACHMENT.(TYP) ATTACH STRAP TO EACH ATTACHMENT.(TYP) ATTACH STRAP TO EACH / STUD W!(2)Bd NAILS MIN. STUD WI(2)Bd NAILS MIN.J (TYP) (TYP) 8'WIDE REAR ENDWALL 10'-0"WIDE REAR ENDWALL NOTE:METAL STRAP BRACING IS NOT REQUIRED FOR WALLS SHEATHED WITH WOOD SIDING.PLYWOOD,OR OSB "p1L-1vo LOFTED BARN--FLORI® -A— 10=160 MPH--FBC 2020 ...� - *; No.77209 :#' PttD'>Eciv3' SHEET NUMBER 1k r� Digitally signed by Kevin Nolan .fin DATE: 12-31-ZO20 STATE ryryrs. 'ON: S-2.2—LB )DC0 42.i9200300.10lF000A014Weather �ing CHECK D KW�<ORIOP• /y`. �`�jC�/j�/� 10CW000t14DCa9501FD0044A8 � CHECKED BY: KLN 4,to=Kevin Nolan,[=U5 OVAL ��s Date:2027.01.0812:27:48-Cd 00' PORTABLE BUILDINGS REVIS DH: SCALE:NOT TO SCALE �rlUnnrinitrr"� ----- --------- -- -------- -------APpmvod by Phlll{p F.Rnhhlns — ------- NDI ,Fiodda PE-49070 --- M -- ASTM D31.61 CLASS F OR DOCUMENT Plan NO. PER21w7B Dalo:In r 021 FSHEET NOTE 7U ON ASTM D7158 CLASS H SHEATHING ASPHALT SHINGLES ORNOTES FOR MEIAL WALUROOF PANELS: 29-GAGE METAL ROOFING 1)METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY SHALL BE ATTACKED TO WALL SHEATHING PER DE TAIL 4 ON EFER TO SHEET S-3.3 AND DETAIL 1 ON SHEET S-3A.ND S-2.5 '/5 OSB OR Y,•PLYWOOD 2)METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY DECKING @ LOFT AREAS SHALL BE ATTACHED 10 2x4 GIRTS IN ACCORDANCE WITH DETAILS 2 AND 3 ON SHEET S-3.3. PROVIDE CONT.METAL 3)METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING DRIP EDGE AT.MET SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S-3.3 NOS. 4)METAL PANELS ATTACHED TO DECKING SHALL BE ATTACHED r AND GABLE REF.DETAIL VS-3.0(TYP) A'dEE-Y1+T++�ETAIL-1-gN.g 2x4 STUDS P 1G O.C. - PROVIDE DOUBLE 2x6 LOFT JOIST STUDS AT WALL SIDING @ 24.O.C. VERTICAL SEAMS T1-11 SIDING. '^ 31j LP SMARTSIDE DOUBLE fD PRECISION SERIES PLATE Igo SIDING,OR TOP 'TREATED PLYWOOD OR 29 GA METAL SIDING PERFORMAX 500 FLOOR (RCP NOTES) DECKING. 'no�� � � t 5•-4. I 2x6 TR7D FLOOR (4)4x6 TRTD SKID 1p_2• JOISTS @ 16-O.C.MAX 1T-2 WIDE ,VOTE:REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 6 S-0.2 FOR MEMBER ATTACHMENTS UNLESS 140TED OTHERWISE. BUILDING SECTION MPH--FRC 2020 ° LOFTED BARN-FLORKDA-410=160 *: N • *' vRo>ECTrm o.77209 SHEET NUMBER Digitally signed by Kevin Nolan DATE 12-31-2020 S-21-LB �`�''�?�QQ'•% g�,��O'�•R�"O'miPl' 1. ;` //n v/ ON. ® DRAWN OY KLN STATE 0 410C�000174OC8501F0W44A cMEGKEUBr: �N Ba.c =Kevin Nolan.c=US Weather Kin - '■ tk� c irr-�AIAL sus Date:2021-01-0612:21:19-U6'00' PORTABLE BUILDINGS NE.VISK)N: SCALE:114'=1'-0' rrrrrr/pRlld�111 i I Approved by PhI01p E Robb!ns Florlda PE-4�4000p7��0 REFER TO NOTE 10 ON ASTM D3161 CLASS F 60 0.PEFt21007G Date:1:1 2021 REFER TO NOTE 10 ON ASTM U3161 CLASS F OR SHEET 5-0 FOR ROOF SHEATHING ASTM D7158 CLASS H SHEET S-0 FOR ROUF SHEATHING�\ .ASTM D7165 CLASS H ASPHALT SHINGLES OR ASPHALT SHINGLES OR 291'AGE METAL ROOFING NDI ROOF TRUSS.REFER TO_ \ 29-GAGE METAL ROOFING ROOF TRUSS.REFER TO / tAP{yq, 0,V'/ D SHEETS 5.2.4 AND r2.5 / SHEETS S-2.4 AND S-2.5 P`'�r 1-1 \ / I/e O58 OR)4'PLYWOOD —— — _rDECKIN OR LOFT WOODAREAS �O!'UMEi r DECKING @ LOFT AREAS DECKING V DE CON .M V PROVIDE CONT.METAL PROVIDE CONT.METAL DRIP EDGE AT EAVES o DRIP EDGE AT EAVES f-_AND GABLE ENDS_ AND GABLE ENDS. REF.DETAIL 31S-3.0(TYP) L 3' � _ 2x4 STUDS @ 16-O.C. I---- 2x4 STUDS Q 16'O.C. "l• PROVIDE DOUBLE PROVIDE DOUBLE 2x4 LOFT JOIST AT WALL SIDING 2x5 LOFT FOIST STUDS AT WALL SIDING Z. Q 24-O.C. VERTICAL SEAMS 24'O.C. VERTICAL SEAMS \ �1 '11-11 SIDING. T7-11 SIDING \ x/'LP SMARTSIDE 3'B LP SMARTSIUE DOUBLE `O PRECISION SERIES DOUBLE PRECISION SERIES_% -TOP FLATE 790 SIDING,OR TOP PLATE 190 SIDING.OR '/a'TREATED PLYWOOD OR PE TREATED 500 FL PLYWOOD OR 29 GA METAL SIDING OERFORMAX 500 FLOOR 29 GA METAL SIDING DECKING. 5D0 FLOOR (REF NOTES) DECKING. (REF NOTES) DECKING. m (2)4x6 TRTD SKID-- 1 5'-4' i 2x4 TRTD FLOOR JOISTS I 2x6 TRTD FLOOR JOISTS g•_p- { �n 16'D.C.MAX (2)4.6 TRTD SKID __10'-0 L 16-O.C.MAX ---_i 8'WIDE 10'WIDE NOTES FOR METAL WALUROOF PANEL S: 1)METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY SHALL BE ATTACHED TO WALL SHEATHING PER DETAIL 4 ON SHEET S-3.3 AND DETAIL 1 ON SHEET S-3A. 2)METAL WALL 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 ATTACHED DIRECTLY 70 V400D FRAMING SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S-3.3 4)METAL PANELS ATTACHED TO DECKING SHALL BE ATTACHED NOTE:REFER TO FASTENING SCI IEUULE ON SHEETS S.D.1&S 0.2 IN ACCORDANCE WITH DETAIL 4 ON SHEET S-3.3 FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE. BUILDING SECTIONS "Ir'rrr:�r� BARN-FLORIDA-WIND=160 MPH--FBC 2020 A. N° . LOFTED 7i No.77209 * PROJECT NO: SHEET NUMBER E .* a Digitally signed by Kevin Nolan DATE: 12-31,2020 STATE IN`' Weahern KLN S-2.0-LBU.9.Z34219200300.100-1-1=A0I �r K' DRAWN BV: i �oR1DP'�`,.`,` 41000N001740C.H9501 FOOD44A ■i' ry® f 5( .. •. ,, 1✓r1♦ CHECKED OY: KLN f 84,rn=Kevin FIOLvL c=U5 0atr.7071.01.O811JG:51-(MOO' PORT/'ABLE BUILDINGS REVISION.* SCALE:714'=1'-0' vrrrr4unnum"�,, { Apprmed byy PhII3p E Robbino Flollde PE-49070 REF DET"AILS 31S-3.1&41S.3.0 REF DETAILS 3&4/5-3.0 P FOR ROOF TRUSS HOLD- FOR ROOF TRUSS HOLD- ER210076 Dote: it 2o21 DOWN INFORMATION DOWN INFORMATION- NOT SHOWN FOR CLARITY NOT SHOWN FOR CLARITY -- (TYP) (TYP) ROOFTRUSS (2)Ye'x 6-LAG j'�P.T.PLYWOOD (TYP) SCREWS THROUGH --CEILING AT PORCH �,I TOP PLATES INTO-� _ ONLY. )VDI 4x6 P.T.POST (2),Ye x 6'LAG LOFT JOIST gAPPIO EDrO t " TOP PLATES INTO 46 P.T. 46 P.T.POST POST ' �? P.T.1 x PORCH BOARDS w/(2)3-NAILS INTO CONT.2x P.T. EACH FLOOR JOIST RIM JOIST DOUBLE TOP PLATE 7'.8'TALL EXTENDED -A 4z6 P.T. END WALL TO PORCH POST POST (6)3'x 0.131'RING SIiANK NAILS(MIN) 4x6 P.T.SKID FROM END JOIST P.T.1x PORCH BOARDS BOTTOM PLATE INTO CORNER POST vd(2)3'NAILS INTO (TYP) 1-CORNER PORCH POST DETAIL EACH FLOOR JOIST 46 P POST P.T.1x PORCH BOARDS W(2)3-NAILS INTO — EACH FLOOR JOIST CONT.2x P.T. 4x6 P.T.SKID RIM JOIST REF DETAILS 1&21S3.2 FOR POST BASE _FLOOR JOIST ATTACHMENT PORCH VARIES(SEE PLAN) (TYP) (9)3"x RAILS,0.131"RING 4x6 P.T.SKID SHANK NAILS(MIN) FROM JOIST INTO POST NOTE:REFER TO DETAILS 17S3.2 AND 21S3.2 FOR INFO NOT SHOWN. NOTE:REFER TO 11S3.2 FOR INFO NOT SHOWN. 3-OPTIONAL PORCH SECTION 2-INTERMEDIATE PORCH POST DETAIL NOT TO SCALE .Illitlll D BARN-FLORIDA-410=160 MPH--FBC 2020 LOFTS A NO.77209 ,',�'% NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND"2 FOR PROJECT NO: SHEET NUMBER �- - ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. DATE. 12-31-2020 S /\)A/ II RRAOFEDlgi:aly signed by lte+ln Ndan DRAWN BY: KLN -3.2®YIM (l{fj� °N Weather King CpR1P ' C ` 0.9.2342.19200"0.100.1.1-A0141 CHECKED BY: (! KI-N ............ �jYy�-00000001740CH9SO1F00504A&t. RE�SION: SCALE:1'=1�-0 I N'll \\ u.�xewiNcnM1c=uS PORTABLE BUILDINGS """"Nllliltttll\\\\\ Daw:2021.01.03 12:I1:20-0629� Ap;xmod 7by Ph1111p E Rnbbins FIo71du PE-49070 VARIES(SEE PLAN) Pfon No. PER210076 D010: 121 rn.C1 ROOF TRUSS TOP PLATE CONT.DOUBLE ._ __ __ .---------- ------X (Tl'Pi JOINT�� TOP PLATE I BOTTOM PLATE JOINT ATFB 2x^•W-n•I ON I SPLICE PLATE CENTERED ON SPLICE,EACH SIDE OF TREATED 4x6 SKID w/2 ROWS 10d NAILS SKID STUD Q 4"O.C.STAGGERED (Typ)- 24- MIN 1-WALL TOP PLATE SPLICE DETAIL 1Y -isGASTEELSTRAP. 2-SKID SPLICE DETAIL N01 WRAPAROUND JOIST& SIMPSON 41TS76 STRAP 7/-OSBORY-PLYWOOD ATTACH TO JOIST wA,PpROVED" _ w/(7)10d x tY'NAILS(MIN) DECKING E H SIDiDdE X F NAILS DoGUh ACNT IN EACH END OF THE EACH SIDE OF JOIST. �J U I!�r'C DOUBLE STRAP AT EACH TRUSS. TOP PLATE !Al RAP AROUND TOP PLATE. REF DETAIL 4/S-3.0 FOR AN 1Yi"-16 GA STEEL STRAP. ALTERNATE HOLD GOWN WRAP OVER WALL TOP 3'NAILS PLATE.PROVIDE(3)8d @ 12'O C I 2x4 STUD OPTION IN LIEU OF THE LOFT JOIST %jrTAL STRAP. NAILS INTO TOP OF PLATE. (END WALL) PROVIDE(5)10d NAILS MIN P.T.PLYWOOD INTO STUD/SIDE OF PLATE. (2)2- STUDS -CEILING AT PORCH (SIDE WALL) ONLY. PORCH POST BEYOND. 6 REF DETAILS ON SHEET S3.2.FOR 1 ADDT INFO. { 11`1 / STAGGERED @ 12 O.G. DOUBLE TOP PLATE I 1 •1 EXTENDED FROM STUD BUILDING NOTE:REFER TO 3153.0 FOR INFO NOT SHOWN. 4-STRAP ATTACHMENT 5-STRAP ATTACHMENT 6-TYPICAL CORNER DETAIL SCALE=IYF=V-0' SCALE=TY{=1'•C" 3-PORCH EAVE DETAIL ��"j11111111, "I -- BARNFLORDA--WIND=160 MPH--FCC 2020 L.N° ,^ LOFTED `* N0.77209 *�: NOTE: REFER TO F.45TENING SCHEDULE ONSHEETS S-0.1 AND S-0,2 FOR PROJECT NO: SHEET NUMBER * e ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET- DATES 12-31-2020 5'CATE Digilalty signed by Kevin Nolan /M�� U"wie S-31-LB T OF DN: �iAther KDRAwN BY: KLN (pR19P^ .0.9.2342.1920]J00.100.1.1-M14 "'• ing •.... �tJV`�`` /��jj�/•-:00000174DCBM FOD044A.B CNFJrKED BY: KLN ^�IONITALI�,1`.``� 4,cn-Kevin NWaq c-US PORTABLE BUILDINGS ftEV157.^,7i: SCALE:1'=1'•0 eeee Uale:2021.01.08 12:70.41-0G'Off Approved hV Phpllp E Robhlm Flol R PE-10070 ATTACH SIDING 10 I CONT.2x TR6'1i ED RIM BOARD gp rI DAte:vt apzl WALL FRA""' ATTACH LOFT;GIST %e-US lJh(/Z"FC?�t.S S W/23e'z 0.113'RING W1 3-NAILS(?6-INTO BRIDGING TO TRUSS w!- r DECKING [EDGES. ANK NAILS @ 6-O.C. &(3)3-NAILS TOENAILED INTO SKID (5)100 NAILS MIN / IN FIELD 6 ALONG LOFT JOIST (SPACE NAILS (3)3-NAILS (4)3'x 0.131-RING METAL DRIP EDGE. AT 3'O.C.ALONG THROUGH FLOOR JOIST SHANK TOE NAILS ATTACH TO ROOF ,� — PANEL EDGES f+T `BOTTOM PLATE INTO SKID W/1'z�'STAPLES EEDGES AT INTO EACH STUD @ 12,O.C. SIMPSON 0.1TS1G STRAP wl— q EACH END OF Ad x -THE-I STRAPLS )IN AND NAIL TO WALL TOP PLATE _ +"PROVEDN WHEN TRUSS DOES NOT LINE (3)3"NAILS- CONT.2x4 TRTD (,, UP WITH A WALL STUD BELOW. BRIDGING WI O SKID bocum NT REF DETAIL 4lS-3.0 FOR AN (5)3-NAILS IN y TOE NAIL TRUSSIJOIST ALTERNATE HOLD DOWN OPTION EACH SKID ? TO TOP PLATE W/ IN LIEU OF THE METAL STRAP. 1-TYPICAL DETAIL (4)tOd NAILS DOUBLE TOP PLATE 2-FLOOR JST TO SKID DETAIL 3-LOFT EAVE DETAIL ROOFTRUflN DOUBLE 2x4(TYP)- TOP PLATE 3-NAILS @ ENDWALL HEADER FOR OPENNGS UP TO 6'-0'. SIDEWALL HEADER FOR LOFT JOIST' OPENINGS UP TO 4'-O'. (2)2.4 w/%s OS0 FLITCH PLATE (1)2x4,FLAT NOTE: SIDEWALL HEADER FOR NOTE: OPENINGS UP TO 6'-0'. LIEU OF SIT516 STRAP, ALL MEMBERSALL MEA10ERSOVIDE A SRAPSON 0.152 x 6" ARE 2A ARE 2x4.UNO (2)2x6 w/%s OSBWC TRUSS SCREW FLITCH PLATE DWCI5500)OR -'\M SIDEWALL HEADER UIVALENT AT EACH 3B-0. (3)3-NAILS 36'MAX FOR OPENINGS OOF TRUSS. (TYP)AX UP TO 8'-D• NOTES: 1.PRUVIUE 2x4 JACK STUD UNDER EACH END OF LOAD Tr STUD BEARING HEADERS.NAIL TO ADJACENT STUD PER NOT E:REFER TO 3153.0 FOR INFO NOT SHOWN. FASTENING SCHEDULE. NOT REQUIRED AT END WALL OPENINGS. 4-ALTERNATE TRUSS DETAIL(a ENDWALL MALL HOLD DOWN DETAIL 5-TYP WINDOW FRAMING 6-DOOR HEADER SCHEDULE --WIND=160 MPH--FBC 2020 LOFTED BARN-FLORIDA No.77209 pRaEcrwr SHEET NUMBER ? *J NOTE: REFER TO FASTENING SCHEO:tE ON SREETS S-0.1 h40 5-0.2 FOR * _ ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. DATE: 12-31-2020 y = STATE /{y�- ngn�ayJandMxPnn}wgn ■�Bp DRAWN BY: KLN S-3.0-LBWeather ' n�.i® 'i'�'. ORL C� u � 0.9.7N2f92W)W.1WJ.1-AOI�IOC ✓ CHECKEOtlY: KILN 01Vpy�o`a °f�.°-00xe.hi+ayu�clrJepw.J�a „"Jrrl IN II Rr1�J,`, Datr.t021.01.09 I TARO]obDP PORTABLE BUILDINGS REVISION'. SCALE:i'=1'-0 ApMvod.by Phillip E Robbins .Flo;Ma PE-40070 Plan o. pER210o76 Date:1f7(1DZ7 REFER AT DETAIL 4/ OF / FOR ATTACHMENN i OF METAL ROOFING TO~� THE ROOF UECK \ / LOFT JOIST //1 'APPnOVED" DOCUMENT 29 GA.METAL SIDING OVER I SIMPSON MT516 STRAP OSB OR PLYWOOD \ w1(7)10d n 1Yi'NAILS(MIN)IN WALL SHEATHING. c EAGFi END OF THE STRAP REFER TO DETAIL 4IS-3.3_\�\ \ AT EACH TRUSS. WRAPAROUND FOR SIDING ATTACHMENT L AND NAIL TO WALL TOP PLATE WHEN TRUSS DOES NOT LINE UP WIT H A WALL ST UD 6ELOPI. ATTACH SHEATHING TO REF DETAIL 4/S-3.0 FOR AN N WALL FRAMING ALTERNATE HOLD DOW OPTION l IN LIEU OF-THE METAL STRAP. Wf 2'/,"x 0.113'RING SHANK NAILS @ 6'O.C. IN FIELD d ALONG EDGES.(SPACE NAILS AT 3'O.C.ALONG PANEL EDGES AT ENOWALLS) 2x4 STUDS tci 16'OC. 1-TYPICAL HORIZ METAL SIDING DETAIL NOTE:REFER TO DETAILS 1IS3.0 AND 31S3.0 FOR INFO NOT SHOWN. ®-FL®RI®A®®�NIND=160 MPH--FEC 2020 N :-- LOFTED EARN * No.77209 * NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-6.1 AND S-02 FOR PROJECT NO: * = SHEET NUM$ER ATTAG4MENT INFORMATION NOT NOTED ON TfiiS SHEET. . DATE: 12-31-2020 ' Q•'•T TOFF Italy si�ncd by lttvfn Nola, r Kinge DRAWN BY: KILN S-3.4-LI) KILN �OR49; .COW0 17770a1W.100.1.1=Aolato Weath••• P' . ``, � "C00009unCC845atf0004aA64. _ � CHECKED BY: p' N°I- US PORTABLE BUILDINGS`rrrrvvrrr+uwu�u„a1',, RCVISION: SCALE:1'=1'-0 Darr:161IA1.0e ILl1:fJ-Oo1Al Approved by PIMP E Robbins Flodda PE-49070 f"Do o.PER2=75 DOW ill M21 REFER TO DETAIL 41S-3.3 ROOF TRUSS FOR AT TACHMENT OF A 1 R' METAL ROOFING TO 29 GAMETAL PANEL Itl V -ROOF DECKING THE HOOF DECK "APPROVED" LOFT JOIST /a"-14 SELF DRILLING 0-14 x 1Y.'WOOD SCREW 2x4 STUDS(FLAT) SCREW v21 WASHER q,PruA4- )T!WASHER @ 3.5--5.5-3.5"O.C. 2x10 TOP PLATE Y 16'O.C.TOENAIL (2x4 DOT PLATE) SPACED @ IDI O.C. �1• 2 Jx" (EACH SIDE OF EVERY MAJOR RIB) TO TRUSS T.C.Ir! — ALONG EA SID[LAPy,--- (2)3-NAILS LOFT DECKING _ SIMPSON MTS76 CONTINUOUS 29 GA.METAL SIDING. wl(7)1Od x 1Yi NAILS(MIN)IN ALUMINUM Z-BAR / ATTACH TO GIRTS PER EACH END OF THE ST RAI' J/ ALOFT JOIST AT EACH TRUSS. WRAPAROUND FLASHING AT DETAIL 3/S-3.3 AND,NAIL TO WALL TOP PLATE HORIZONTAL SIDING WHEN TRUSS DOES NOT LINE JOINT.ATTACH TO DOUBLE TOP PLATE 2x FRAMING FRAMING ri:1'x% UP WITH A WALL STUD BELOW. REF DETAIL 41S-3.0 FOR AN FASTENING PATTERN AT PANEL ENGLAP STAPLES @ 12 O.C. 2x4 WALL GIRT.ATTACH ALTERNATE HOLD DOWN OPTION 2x4 STUDS @ 16`O.C. TO EACI I STUD w1 IN LIEU OF THE METAL STRAP. SIDING(TYP) (3)3'.0.131'RING SHANK NAILS(TYP) 29 GA METAL PANEL Y"-14 SELF DRILLING 410-14 x 1fi"WOOD SCREW SCREW vrl WASHER wf WASHER @ 9-O.C. 1-TYPICAL END WALL DETAIL w SPACED @24'O.C. WTYP /r(ONE SIDE OF EVERY MAJOR RIB) ALONG EA SIDELAP 'r p 10-15 x 1Ya"WOOD SCREW 29 GA METAL PANEL tv/WASHER(q 9-O.C. <M __ _ _ (ONE SIDE OF EVERY MAJGR FIB) n N i♦$ SPACE SCREWS AT 16-O.C.MAX `n� ALONG PANEL LENGTH. < 2x4 STUDS(r l 1_O.C. U 2x FRNAING ROOF DECKING FASTENING PATTERN AT INTERIOR PANEL SUPPORT 2x FRAMING SPACED AT24'D.C.MAX 2-TYPICAL VERT METAL SIDING DETAIL 3-METAL PANEL FASTENING TO WOOD FRAMING 4-METAL PANEL FASTENINGTOSHEATHING NOTE:REFER TO DETAILS IIS3.O AND 3IS3.0 FOR INFO NOT SHOWN. SCALE=1Yi=1'-0- LOFTED BARN--FLORIDA--WIND.160 MPH--FBC 2020 ^* TJp.77209 •. *�^^ NOTE: RCFLRTOFA57ENING SCHEDULE ON SHEETS S-0.1ANDS-0.2FOR PROJECT NO: SHEET NUMBER * e ATTACHMENT INFORMATION NOT NOTED ON IRS SHEET. � DATE 12-31-2020 • STATE D19Aalq•ilgned fry Kevin Ndan S DRWN OY: KLN _V 3-L0 I OF �V/� DT+: 1. her K'n cHececEDbv: KLN COD0WI74DCK9501f00J44Ae4 1 1 Wet Date:20201.�77J1:5e M,'rb' PORTABLE BUILDINGS REVISION: SOLE:1• -0 r�hprnnuW P°a"1 -- Approved.by}Phillip E Robblm FI01It10 PE-40070 --- P'Sn 0. PF.R210076 Dale.111 R021 37-O'MAX LENGTH(i t'-2'WIDE) NDI •�--��-- --- 30'-0"MAY,LENGTH(10'-0'WIDE) —_-- "APPROVED~ r--- -- - - ---- -- DOCUMENT — 20'.0-MAX LENGTH RIDGE 1 — i I Iy r O m � m 0 3 RIDGE FASTEN ROOF SfiEP.T111NG TO 4 I .— -- - FRAMING AT 6 INCHES O.C.AT z EDGES AND IN THE FIELD.UNO. REFER TO FASTENING SCHEDULE O I FOR ADDITIONAL INFORMATION. v m RIDGE I 3-0' VARIES ROOF TRUSSES.REFER TO SHEETS S-2.4 AND S-2.5 FASTEN ROOF SHEATHING 10 RIDGE FRAMING AT 4 INCHES O.C.AT EDGES AND IN THE FIELD WITHIN, THE END STRIP AT EACH ENDWALL. REFER TO FASTENING SCHEDULE FOR ADDITIONAL INFORMATION, ROOF FRAMING PLAN ROOF SHEATHING DIAGRAM E s � LOFTED BARN--FLORIOA-4IN0=160 MPH--FRC 2020 No.77209 ; * � F'IioJECTtiO: SHEET NUMBER * _ 0'9!tally5ignedbyKCeviallo4n DATE: 12-31-2020 1 C p STATE Dot S"'1 J-LD : Q +C OF .IOCDO 174D300.101FO1=A014 DRnwNov: KLN �oRt9P: laoaoo°il4asssD0.1.1 a014 Weather Q CNECKEOBY: KI_N Dw:2021.01.081Y.25�3-05'00' p®�TA S\ t ��"®,��' ' Rt:vlSloN: SCALE:NOT TO SCALE �pgruuuu11U1P PORTABLE LFc Approved by Ph011p E RobMna .Flrxlda PF.-40070 Plan No.IpErzlaoiu Dale:ur n021 NDl "APPROVED" 32'-0'MAX LENGTH _ . DOCUMENT --i-- - - _ ---- I OUTSIDE 4xe TRTD SKID Y INSIDE 4x6 TR1D SKID _ OUTSIDE 4x6 TRTO SKID I TREATED RIM JOIST ' (TYP) CONT.2x6 TREATED FLOOR JOISTS Q i2'O.C. (SPLICED JOISTS ARE NOT PERMITTED) LOFTED BARN w!ROLL-UP DOOR FLOOR FRAMING PLAN(OPTIONAL) `, ,1:1t11L11 OrrrSri -- --WIND=160 MPH--FEC 2020LOFTED EARN FLORIDA N0.77209 * rRwEct NO, SHEET NUMBER p p * e Digitally signed by Kevin Nolan DATE: 12-31-2020 S i/A� I RSTATE DN: —1. 1_I.�V o OF oOCODO.1740300J00.Lt=A014 Weather King oRnwNev: KLN <OFtT9 � �.,/tu0000o017a0cevwtc00044nn � erfecK�Rv: KLN ,'�'•���� `,"+�v 4,cn=Kevin Nolan,c=US ,'`/�rrrrrrrt t Date:2021.01.08 12:25:71-06'W PORTABLE BUILDINGS REVKt10N: SCALE:NOT TO SCALE Approved by Phllllp E Robbino Florida PE-40070 Plan N 0. 100�o D�1• DaCt1MENT 32'-D'MAX LENGTH I 4'-D- o ABOVE ITYP) I 31 J� I� OUTSIDE 4x6 TRTD SKID I INSIDE 4x6 TRTD SKID r OUTSIDE 4x6 TRTD SKID SPAN OF TRTD PORCH DECKING TREATED RIM JOIST 4x6 TRTD POST J� ( 2 (TYP) CONT.2x6 TREATED FLOOR JOISTS @ 76'O.C.MAX. ABOVE(TYP) $32 S32 (SPLICED JOISTS ARE NOT PERMITTED) DELUXE LOFTED BARN CABIN FLOOR FRAMING PLAN(OPTIONAL) EN° -- LOFTED BARN--FLORlrmA--WIND=ISO MPH--FBC 2020 �F'',•�KG S�. PROJECT NO: *? No.77209 * z SHEET NUMBER * c% ,Dlglapy s'✓J.ned by Kevin Nolan DATE: 1Z-31-'202D STATE ° D9-. Weath S-1 3-LB �� ••'•. OF � �� 0GC000 017400895 IF0j A014 �{}/ �■�� DRAWN D KLN/00000001740C89501F0X14aAB I ■■ CHECKED BY: KILN i��'.(�S!"•••'' `� 4.C-9-in Nolan,c_U5 , � p Gate 2021.01.081244:56.0600' PORTABLE BUILDINGS RCVI`�ON` SCALE:NOT TO SCALE Approved by PhIPIp E Robbins FWJs PE-40070 PIBR�O. PER210078 D010;in 2021 32'-0'MAX LENGTH(I V-2-WIDE) NDI Y--- -- --- --- — "APPROVED" 30'.0'MAX LENGTH(10'.0-WIDE) --------- ---------- - - � DOCUMENT I I TREATED RIM JOIST P) I � OUTSIDE 4x6 TRTD SKID (REQ-D FOR 11'-T L'VIOE i — - BUILDINGS ONLY) a INSIDE 06 TRTD SKID � N O 0 OUTSIDE 46 TRTO SKID � (REO'D FOR 11'-2'WIDE BUILDINGS ONLY) a OPP 2x4STUD WALL ABOVE(TYP) CONT.2.4 TREATED FLOOR JOISTS @ 16-O.C.MAX.(8•VVIDE) 4z6 TRIP POST _ 2 CONT.2x6 TREATED FLOOR JOISTS @ 16-D.C.MAX(10-S 11'-2-WIDE) ABOVE(TYP) S 32. S-32 SPAN OF TRTD (SPLICED JOISTS ARE NOT PERMITTED) _ PORCH DECKING 12'-0'MAX PORCH SIDE LOFTED BARN CABIN FLOOR FRAMING PLAN(OPTIONAL) N L IV ENO 4, --- LOFEDBARN-FLORDA-410=160 MPH_-FCC 2020 • G `i1.j• No.77209 •;*'z PRo'IEc1 No: SHEET NUMBER * _ DtghaOysigncd by Kcvin Noiln DATE: 12-31-2020 ON: 1'//J� 8 j Sl-ATE 14 0C LD00I74DC8950IF 00 DRAWN D KLN S_1 i�_LB O '� R ' lnloca000lanoca9s°ly0004King�- We'ather CHECKED BY: KLN � Dalc:2021.01.08 12:14J2 ro PORTABLE BUILDINGS RE1sN: SCALE:NOT TO SCALE l�lllll•ll lllll11111\\ ,06'00' — --- - ---- — ------- ---'-- --- ------- Hppmvad by Phillip E RoGbIDs -------— Flork)a PE-49070 -- PIoNz10o7o Dalo:in/2021 37.0"MAX LENUTH(11--2-WIDE) • Di r _ -- ---- "APPROVED" 30'-0'MAX LENGTH(IV-0"WIDE) DOCUMENT I 4•-0'OR 6'-0' RCN STUD WALL TREATED RIM JOIST ABOVE I OUTSIDE 4x6 TRTD SKID 53.Z (REO 1 'D FOR V-2 WIDE BUILDINGS ONLY) INSIDE 4x6 TRTO SKID ° � 1 4 { OUTSIDE 46 TRTD SKID (REO'D FOR 11'-2'WIDE ------- i BUILDINGS ONLY) SPAN OF TRTD PORCtj DECKING CONI.2x4 TREATED FLOOR JOISTS Q 16-O.C.MAX.(6'WIDE) 46 TRTD POST CONT.2x6 TREATED FLOOR JOISTS @ 16.O.C.MAX(10'&1"-2-WIDE) ABOVE(TYP) (SPLICED JOISTS ARE NOT PERMITTED) 1 S-3.2 TYP LOFTED BARN CABIN FLOOR FRAMING PLAN(OPTIONAL) 1„(,1111 LORIDA--FIND=100 MPH--FBC 2020 L. LOFTED BARN--F PROJECT NO: SHEET NUMBER *;• No.77209 ,k Tk _ DWiItAiy signed br Kenn Nolan ! _ t _ DATE: 12-31.2020 l UN: STATE 09.23U.19200300.100.1.1-.+AO DRAWN BY: KLN S-11—Lb A, OF P. / 4A84-co=K1 k4Nol^1R)Oa1 KLN /. <OR79,. � �U�^'gABG,cn=Kr.h Nolal�a=Di CHECKED BY: � �'••••"�J, �• Weather King DNe:202Ia1D812.24.07 REVISIort SCALE:NOT TO SCALE W- ba P©RTA13L,E BUILDINGS ��14,Ip1 Dlyps A p;ovod byy Phlinp E Robbfin Flotlde PE•49070 .._._..- PICn Rl PE8210070 DOE-'VI�'121 I Y 32'•_D'_4F_A A LEN_G_TH__(_1_1'_•_J.'__VJIOE) _.^.__� �_....__ ._ --' NDI "1PpROVE D' 3D-UM1AXLENGTI( 0•D'JNE) DOCUMENT 2a'-0"MAX LENGTH(8'-O'WIDE) 4r _ 0OUTSIDE 40 EO'D FOR 1l'-z-W SKID IDE tt ouiLmIGS ONLY) a I I I I i i I I I I I I I I I I I I I i I I I INSIDE 4x6 TRTD SKID iIiIIllPli ( Illlllillill OUTSIDE 4r.6 TRTO SKID (R[O'O FOR 11'•2-Vvior BUILDINGS ONLY) _- .:_ .. - _ .- .w.l��� _.i� TREATED RIM JOIST CONT,2x4 TREATED FLOOR JOISTS Ali 1 W O.C.NW.(B'WIDE) (NP) CONT,2xG TREATED FLOOR JOISTS @ 16"O.G.1W(10'81 V-2"WIDC) (SPLICED JOISTS ARE NOT PERMITTED) TYPICAL FLOOR FRAMING PLAN /11:/ltl� `wy_ 2"-�ED BARN FLORDA� �•BLA WIND-160 IV(� /, ins mom\ mis RR00 G.ft ''•, v C SF P' '--FBC 2020 [.0, �.ic,�, 1 rtu)JscT ruo. SHEET KUtv16ER _ atgu�C.ystgneJlrylevl,Nnlan DATe: 12-31•2020 � � � I. 1 S'f AT'E' 'o -aN; DRAM BY KLN L)q V`,� 1` O;).7'.91.1970GJUO.iUG.l,i./U1G Weather Ming }1 <o.... �` )....-lt�i(�.�'"'1ccUor�a1)aoCC)ColfOrsoM1lna LB CttECKLUeY: KUJ r.,cn-xnvin):o!a4 c<VS PORTABLE ar. s� e� I� ern a� "��`idOIVAL� \ti'� Da:waoat.ol.extz9i:4, rod y'•a�ueTABLE �7�+UILDeL"�z6 NEw:.K1v: aCAI[;NOTTOSCALE Approved by Phillip E Robbins Flollda PEA9070 _ Pten No6 Dale:In ro2t FASTENING SCHEDULE (CONT.) DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION N� SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING' ""APPROVED" — ---- EDGES INTERMEDIATE SUPPORTS DOCUMENT (INCHES) (INCHES) 6ECOMl!ON QA DEFCrJNED D'+D.1:J'J IS:SAiWn a 12 AND VJHL) edC0.t51'DN OFt DEFCA1AE0l%)Y xD.ta1�1ROC7 6 Ii --_ _ �x•a D.I tl•NAIL 19tk1ELODR AHDWALL) 6 yTO)V IY.-le GAr.6 STARE.•f:CRCT.VH e tsalFLooA AtW wALu --- _-- 2 i•A D.l i3'RIAG SHAM NAIL IRo-) a 12 IY.•it GAGE SIAVVE lfi CROWN(RDIU) ) 5 WAL)edCOWAONtb;••a.1) ) M a 12 cdOEFORWO41-0.112) D 2%'x C.11]'RIN('.SHhNA HAIL EXTERIOR`HALL SIDING — 61.E WALL) e 7'fi-/.0.1 I)'AmSVANK/IA0. js•LP 9.NAT`St^E PRECLSION P"F1 OR 1J('TREATED Ti-115 AG y•aa.l1]-fY.'G 9MNCK NNL )IEAD w.tq D ARE D.wHEREA=,A'b�ASICNCO lOEµ AD�V.C.I- 1lEL'CE 41.a XXST INA WCCORMHCE Vn1HTN19 SO OI:LEAND 111E GE WCJW'R IS FAslCNBD TO�N�PIA�CASP:G � ACCOADANCC1TIrHTH155[:HEDIAE TIC NWMEA CF IOCNA SWTHE IEA S RI1F HALL DE PER111TTED TO DE REnUCED BY ONE NAJI. L111t111111„),, =160 MPH--FBC 2020 JO ^)° LOFTED BARN-FLORKDA-410 `` e. :'SGENSi� PROJLCT NO: SHEET NUMBER Digitally signed by Kevin Nolan DATt: 12-71-2020 - •y,• DN: ORAWNBY: KLN —O —LB '}> TpAFTE �f/j .0.9.2342.19200300.100.1.1=A014 '` 10C000001740U9501F00044AB Weather CHECKED 9y: KLN ��'�.��$ •••••••' King 4,—Kevin Nolan,C�US REVISION: SCALE:NONE oNru Date:2021.01.0817:23:25-06'W PORTABLE BUILDINGS,,,JJJ1 NDI Approved by Pttllilp E RDbnlns Fled I PE-49070 FASTENING SCHEDULE `AP FR&'UMENT Plan No.fVF.fj7I()otu Dade: Ut 2D2.1 DESCRIPTION OF BUILDING ELEMENT I NUMBER ANO TYPE OF FASTENFR SPACING AND LOCATION DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION WALL FRAMING(CONT.) ROOF FRAMING - ___-".ea 12 tNDO I !cp'vY 4D-;'+0.1827 Il.'N SaIF.C/F1tO JOHL FwCL HM. 1] W Dw .D.12e') (41}fwWN N'IAP SPIKE LEALiIi 1.Hl�Y."A+'�G NF1WffN Cf.IL'NTi.O!SiS LYi NAF 1ERS TO EACH END.TOEFIAD TGP MATF TO TOP I'1AIF,AT ENG N.nIS 12.3"aal]t"NAA5 EAC1131DE(X END I..') iOPFULC CR O7NER FNAI.mAI 'MAS I2-J'14 GACE STAN F.S.h'CROWN - J•7'14 GAGE 9TAPLES.'.'CRUWN - 1 W COUNON(11j.D.182') 10'O.C.FKF N.A 2-86 C051l-QFl m'.0.13") FJ:C:I FIAI.TGE Nat. S 90TT0]]PLATE TO JGMT.WM JMT.RAF0 J,T.OR 1.DOI('Y'.0.135-) 2.BLOCKV'G REM EN NAFl ERS NU7 AT ilR WA]L TCP 2.3-14 DADE SIA!,S J"N GGF STAR F.��,CR01]N RATE.TO RAFTER. 2-1 W cok-ON(Al-A 0.162') -- 3-3'Aa1]1•NA)L$ - END NM 2-1Td COAtl1tY1(]Y'.0,16Y) 3-J'H C.AGE 9TRPI.ES _ BOTTCO]PLATE TO JOIST,PW l0lST.BAND.O6'I.OR 1-l0d Bcx(31i'.0.135-) ±-+0.1]1"NA4G 18'O.C.FACE WYI CclLAATEF l0kA [R REfEF+£:.E-CT..4.-n S25 BLOCKWG(AT RRACEO WALL PANELS) .----- .�]'I.GAGE SiwNIES i1i CROYra+ co-,O 10,x D.He') ..W CON'"M'.0.1311 3•IW BOA CJY,-.0.1351 b 4-IW"T(].0.128') Fl+1FR OR R0.:f 1RU55 To TOP MATE a•iW SOX 0'.a12A7 MENwP a.]"a0.1]'."NALS TOENAL a- a-7'ti CUE STAPLES,if:CPO"' ]'1/GAGE STAPLES.'/'C1TCWIF STUD TO TOP OfLBOTTOM PLATE 2.M CCAWUCN M"D.162') 3-Bd COSO.ION pY'x D.13t') 3.J W riot[rr.0.118') 1-1 W BO.(Y.0.12B') EAC7/XMI.TCENNL 3-3'.0.01'FALLS END NA0. OFILING XT15 TO TOP PV•1E 3-T.0.131"NAILS 3.3'id GAGE STAPLES.%i CROWN 3-3-1d GAGE STAPLES,X,CROWN 2.IW COMMON IV,'+0.162') 3-1.SOX W+0.12Dj FACE UAL WALL FRAMING TOP PLATES,LAYS AT COk1.CRS AND B]TERSECDONS 3.J-a0.1]1"NALS 1Bd�0�331�- 2.'O.G.FACE NAA 3_J'11 GAGE STAR FS,:'l GROWN STLD To Si MOT AT RRALEO WALL PANELS) lWt]".aue7 1e'o.c.FACE NAILFLOOR FRAMING 3"x NAllS3. AGE STAGS 1Fa CO`J"(3)5'.S,lWI 18 O.G FACE NSA 1-IW BC1C(3'x D.128) JOIST TO SKID 3:UX BOX(NAILS STIA 10 SilA AND PSUTnNG STUDS A7 INTEISEOT AV IY So. 12'6G FAZE I)All �- J-]'11 GAGE STAPLES.ifF'CROIYN 1TNLC`o-! RSOT IULLCEO'WALLPAWLST J".0.1]t']M.SFACE 1W BCDLI]'a a178') 12"O.G.FACEW L 1'a0.131'NAILS N'D.C.FACE NA0.AT Top AND BOTTOM 3.3-14 GAGE STAR ES.Y.CROWN ]•)1 GAGE STAPt ES.iL-C!�YN 37ACGE-FD ON OPPOS'TE SWES d-BO COMMON�'x 0.1211 TOCNAIL ONLT.UI'OMIS AND. CL1fiM1A3'S-ILIE',TC SIM a-1W1-(]'.O.t2B') 3-1.SOX(3'}0.129') ENDS AAVAl EACII SP:NA,FAITF NA0. 1Wc-,,uN(1Y7.O.1d2") 11QO.FMX WA 3-3-14 GAGE STAPLES.Y.'CROWN 16'RAIE TO TOP ITATE -- 1W DO P'.0.128") 3-IWGOLN10N t]Y'.0.102') 3'.0.131'NAILS 12-D.C.FACE N'AL d-W BOX(3".0.128'1 3'Id GAGE STAPLES,%i CIiOYIN 4-3 '.0.13-KS ENO NA0. JOIST TO OANO JClOT OR RW JOST d-]'14 GAGE STAPLES,iLi CPOM1 t1t11t1tIt111J,,,,F --FRC 2020 LOFTED BARN --FLORIDA-410=160 MPH .* No.77209 :g, PROJECT No: SHEET NUMBER * ,Digitally signed by Kevin Nolan. DATE; 12-31-2020 S-01-LB STATE:A OF0.9.2342.1920030D.100.1.1=AD1 DRAWN BY: KILN41000WD0774SC895DIF00044A WeatherCHECKED BY; KILN 84,cn=Kevin Nolan,c=US rrr� Is1oN: SCALE:NONE .. ,`,,` Date:2021.01.08 12:2395-06'00' PORTABLE BUILDINGS aEV ONAL�t1a rh11I11WIPll Approved Iyy Phi11Ip E Robbins Floivl PF.-49070 h - The-es.o,r„ts comuN wan 0vaLI Ine /L Flodda ManolKra.d Old. PIM No. PFR2ID076 D810:III l8021 Atl and eWepted Codex trod Adhere to Oro 1a11 wAn0�y'�1+. ITEMS 6Y OTHERS: DESIGN CRITERIA: n„kdM Z,-V 15 F2.ALL NOTES: 1.RISK CATEGORY I THE FOLLOWING ITEM:.'MAY BE SUPPLIED AND URE HAS BL-E 1 DESIGNED 'ACCORDANCE WITH 12.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED Oaucra_ U INSTALLED BY OTHERS.THESE ITEMS MAY BE 0 FLORIDA BL9LOING CODE(F6C). SYP 92.GR BETTER. �d-IA T""'s� SUBJECT TO LOCAL JURISDICTION APPROVAL. 2.LNE LOADS: lml d u++ pJ13.ALL UN-TREATED W000 FfiAMING IS TO BE TO BE FLOOR:40 PSF /i &it WEATHER KING PORTABLE BUILDINGS IS NOT TERIALS AND CONSTRUCTION SHALL BE IN LOFT:10 PSF fi+R'rint'.r•,r r rrls 4 RESPONSIBLE FOR TtTESE ITEMS. ACCORDANCE WITH THE ABOVE CODES AT TI iE TIME OF SPF q2 OR BETTER.UNLESS NOTED OTHERWISE. ROOF:20 PSF Plvn C' E ACCORACTUR£. AEw.F10d'L 1.THE FOUNDATION AND TIE-DOWN SYSTEM 14. WOOD FRAMING SHALL COMPLY WITH THE ANSVAWC R,pprdv 3.DRAWINGS SHALL PLOT BE SCALED FOR DIMENSIONS. -NATIONAL DESIGN SPECIFICATION(NDS)FOR WOOD 3.DEAD OLOOAAD4.PSFrrt 2.RAMPS,STAIRS.AND GENERAL ACCESS r CTION'2018. k'p°Y 4.STRUCTURES ARE CLASSIFIED AS'MINOR STORAGE WALLS:3 PSF k0d'ei^a"t"1101^'aappkc" 3.ELECTRICAL SERVICE HOOKUP FAGILIT IES-(RISK CATEGORY I)PER TABLE 1604.5 AND 15.ALL FLOOR DECKING IS TO BE ie"TREATED PLYWOOD dau u.e n' Si iDULD NOT BE USED FOR HUMAN HABITAT ION. RMAY,500 FLOOR SHEATHING. FLOORING CLOSER HAON 18 INCHES TO EXPOSED GROUND SHALL 4.WIND LOADS ARE BASED ON THE FOLLOWING: NDI 6.STRUCTURES ARE DESIGNED FOR LOCATIONS 11-LAT HAVE A 6E OF NATURALLY DURABLE OR PRESERVATIVE-TREATED Vasd 166024 µPH(2020 FBC FIGURE 1609.3(4)) "APPROVED` 3 SECOND WINO GUST'OF 160 MPH FOR RISK CATEGORY I WOOD IN ACCORDANCE WITH 2304.12.1.1. RISK CATEGORY I DOCUMENT 1lU� STRUCTURES PER FIGURE 1609.3(e)OF THE 2D20 FB u EXPOSURE CATEGORY C FBC. EXPOSURE ALL SKIDS ARE TO BE 4x6 PRESSURE TREA1 tO, INTERNAL PRESSURE COEFFICIENT: 6.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING RATED FOR GROUND CONTACT. GCpi=20.18 " GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING COMPONENTS&CLADDING: _ GROOVES OCCUR Al GUT EDGES OF THE SIDING PANEL. 17.REFER TO THE SUPPLIED FASTENING SCHEDULE FOR EFFECTIVE WIND AREA,Ae=10 FT' - _ r' • r FASTENING BASED ON CONNECTION AND LOCATION OF ROOF-ZONE 1= 19.3,-30.6 PSF 7.STRUCTURES:qRE DESIGNED FOR LOCATIONS THAT ARE NOT TAB 9 2304 AS 0.1.UNLESS NOTEDE 2020 ROTHE-RW SIDA ttE. CODE ROOF-ZONE 2= 19.3,-53.3 PSF IN FLOOD HAZARD AREAS. ROOF-ZONE 3= 19.3,-7B.9 PSF \- B.IN ACCORDANCE WITH FBC 1609.t2,STORAGE SHEDS NOT 18.ALL EXTERIOR NAILS ARE TO BE ZINC COATED. WALL-ZONE 4=33.5,-36.3 PSF WALL-ZONE 5.33.5,-44.8 PSF DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY 19.STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT EFFECTIVE WIND AREA,Ae=20 FT' -- --•'-' _ '_-I. WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS SHINGLES CONFORMING TO ASTM 03161(CLASS F) ROOF-ZONE 1= 17.8,-29Z PSF OF THE 2020 FBC. OR ASTM D7158(CLASS H)OR 29 GA METAL ROOF PANELS. ROOF-ZONE 2= 17.6,-49.0 PSF -- ,-"!-_�_ ROOF-ZONE 3= 17.6,-733 PSF 9. IN ACCORDANCE WITH FBC 1010.1.1.BUILDINGS THAT ARE 400 20.SECTIONS AND DETAILS SHOWN ARE INTENDED TO BE WALL-Z_OHE 4=32.0.-34.8 PSF SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN TYPICAL AND SHALL APPLY AT ALL SIMILAR LOCATIONS, WALL-ZONE 5=32.0,-41.8 PSF CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES UNLESS NOTED OTHERWISE. ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH 21.:4 Y BE REQUIREMENTS OF THE 2020 FBC. LL BUILDINGS ARE D BE A R ADEQUATELY ANCHORED TO NOTE: IND PRESSURES SHOWN AS ALLOWED 10 RESIST WIND LOADS.ANCHORING REDUCED FOR LARGER AREAS OF THE BUILDING IS BY CODE. 1 D.ALL ROOF DECKING IS TO BE%e"OSB.%-PLYWOOD, SUBJECT TO LOCAL JURISDICTION APPROVAL. YZ'PLYWOOD,Oil EQUIVALENT-FASTEN ROOF SHEATHING TO 22 BUILDINGS HAVE NOT BEEN DESIGNED FOR HVHZ 5.CONSTRUCTION TYPE:V-B ROOF FRAMING WITH 2%'RING SHANK NAILS SPACED AT 6'MAX.UNLESS NOTED OTHERWISE ON SHEET S-1.5. REQUIREMENTS AS SET FORTH IN THE 2020 FBC. (3.OCCUPANCY GROUP U WEATHER KING 11.ALL SIDING IS TO BE TREATED T11-11,LP SMARTSIDE P.O.BOX 108 PANEL,OR 29 GA.IJETAL SIDING. - PARIS,TN 38242 BARN--FLORIDA--MIND=160 MPH--FBC 2020 S , LOFTED No,77209 I. PaoJEcrNO: SHEETNUMBER p 1• * _ Digitally signed by Kevin Nolan DATE: 12-31-2020 S-01B •, 5TATE 0.9.7342.19200300.100.7.1=Aot King ofuwN BY: KLN 'S CIF'_ORjqP' 410000000174OC89501FOD044A 9 CHECKED BY: KLN % �••• ram`,`, � 84,cn=KevinNolan,c=US Weather REVISION: SCALE:NONE ., OIv ,� Date:2021.01.0812:21:15-06•DO• PORTABLE BUILDING - [GENERAL NOTES: 1.ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, SUBMITTED SEPARATELY. 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) ie _s- Vult=120 MPH Vull=140 MPH •• 3` VuB=160 MPH RISK CATEGORY I EXPOSURE CATEGORY C ' INTERNAL PRESSURE COEFFICIENT: GCpi=t0.18 — _- ow — 4.THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE BUILDING.LOCATE THE ANCHOR •-• �G-�� ADDITIONAL ANCHORS VT ITHIN 12 H HAT MAY BE REQUIREES FROM D. ANY ADDITIONAL SCHEDULEHE CORNER.REFER TO ANCHOR ONAL ANCHORS BETWEEN CORNERS • T a 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 IS 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 N5° PLANS--FL0R1DA--FE31C1'f*' 0MASTER ANCHORING 202' * No.77209 ?*' PROJECT NO: SHEET NUMBER x k = Digitally signed by Kevin Nolan ") p DATE 12-31-2020 wv_AP STATE DN: Y'• C { lv1' % p••.,A of 0.9.2342.19200300.100.1.1=A014 DRAWN BY: KLN ♦♦�, /��) 1000001740C89501FO0044Aa '�� c v 1 ,, y, +' i CHECKED BY: KILNN C0 ',,�pia nn�1 ,♦♦♦♦ Date:2020.1231 1033:28-06'00' 6 y� �p® S" qq-��,SS S•,g REVISION: SCALE:NONE SCHEDULES FOR GROUND ANCHORS W1 STRAPS UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH EWID�H NUMBER OF ANCHORS EACH SIDE OF BUILDING 10'-0° 12'-0° 14'-0" 16'-0" 18'-0" 20'-0" 22'-0' 24'-0" 26'-0" 26'-0" 30'-0" 32'-0" 2 2 33 4 2 2 2 3 3 3 3 4 4 4 4 2 2 3 3 3 3 3 3 3 3 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'-W 22'-0" 240" 26'-0" 8'-0" 3 3 4 1 4 1 4 5 - - 101-0" 3 3 3 3 4 4 4 4 5 5 5 1 V-2" 2 3 3 4 4 4 4 1 5 5 5 5 UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH 6W1,DTH NUMBER OF ANCHORS EACH SIDE OF BUILDING 10'-0- 12'-0' 14'-W 16'-0° 18'-0" 29.0" 22'-0- 24'-0" 26'-0" 28'-0' 30.0" 32'-0- 4 4 5 5 5 5 4 4 1 4 5 5 5 5 6 6 7 7 ANCHORING PLANS--FLORIDA--FBC2020 MASTER �•v�GENs�'•.. N0.77209 •;# PROJECT NO: SHEET NUMBER • Digitally signed by Kevin Nolan a DATE: 12-31-2020 1.: STATE Gw k 10 I <11 y O••�+�` OF P ;•• C l� n 0.9300.100.1.1=A014 DRAWN BY: KLN 0.93342.19200 .<ORIp.•• �O / C// �/ 100000001740089501F00044A8 .;r. ., ? K .t.. CHECKED BY: KLN Is if S� , Date:2020.12.31 033:57-06'00' t f que ry', E: C y I L D}D&G 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' 18'-0" 20'-0" 22'-0' 24'-0" 28'-0" 28'-0' 30'-0" 32'-0" 8'-0" 2 3 3 4 4 5 10'-0" 2 3 3 3 4 4 5 5 5 6 6 11'-2" 2 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'-W 16'-0- 18'-0" 20'-0"1 22'-0'1 24'-W 1 28'-0- 28'-0" 39-0'1 32'-0" 8'-0" 4 4 5 5 6 6 - - 19-0" 3 4 4 4 5 5 6 6 6 7 7 1 V-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_p 12'-0- 14'-0' 16'-0' 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-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 11'-2" 4 5 5 6 6 7 7 8 8 8 9 .E s°: -- MASTER ANCHORING PLANS--FLORIDA--FBC 2020 �V% *;• N0.77209 PROJECT NO: yF� SHEET NUMBER 5 * Digitally signed by Kevin Nolan t' DATE: 12-31-2020 0 STATE DN: KLN S-11-AP .0 IF ` 0.9.2342.19200300.100.1.1=A014 DRAWN BY: •.<oRt9P'.. 100000001740089501F00044A8 " Y CHECKED BY: KLN t` 4,cn=Kevin Nolan,c=US Date:020.1231 10a34.18-06'00' P O R 9� + q-3»L E Y ng��y p q3, Dq�Q NCI,g G S w REVISION: SCALE: !� !LD�i`L 3..�'. 't9�3 PROVIDE 2x TRTD BLOCKING AT BOLT 20 GA.x 1Y4"WIDE GALVANIZED LOCATION.PLACE W/GRAIN RUNNING STRAP EXTENDED OVER SKIDS. VERTICALLY. ATTACH TO RIM JOIST ATTACH TO ANCHOR W/SLOTTED ATTACH ANCHOR TO W/(6)10d NAILS MIN. OUTSIDE BOLT PER MANUF.SPECS. FINISH GRADE RIM BOARD W/Y2"0 SKID(TYP) BOLT WI WASHER (GALV.) FINISH GRADE N +{. .'• REFER TO SCHEDULE REFER TO SCHEDULE "' ° FOR ANCHOR INFO. FOR ANCHOR INFO. OPTIONAL 16"x16"x4"SOLID MASONRY OPTIONAL 16"x16"x4"SOLID MASONRY BLOCK PAD.REFER TO SCHEDULE BLOCK PAD.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'-0" IZ-W 14'-0" 16'-0" 18'-0" 20'-0" 22'-0' 24'-0• 26-0" 28'-0" 30'-0" 32'-0" 8'-0" 2 3 3 3 3 3 3 - 11'_y 3 3 3 3 3 3 3 3 4 NOTES: 1.BLOCK PADS ARE OPTIONAL. 2.BLOCK SIZES SHOWN ARE NOMINAL. PADS MAY CONSIST OF EITHER A SINGLE 1606 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%. ..........."' 'N' ROBING PLANS--FLORIDA--FBC 2020 ° MASTER ANC k " No.77209 * PROJECT NO: SHEET NUMBER * _ Digitally signed by Kevin Nolan DATE: 12-31-2020 DN: � _� I - 21 A D y4 �Q� 0.92342.192003pp.1ppJ.1=A014 t�� ��t r -"`- -+�%-•" DRAWN BY: KILN -'wilt�¢'•" 100000001740C89501F00044AB i .aY d,l b;t q 1 i t 1 4 s;a CHECKED BY: �N 4,cn=Kevin Nolan,c=US REVISIDN: SCALE:1"=1'-0 Date:2020.1231 10:35:04-06'00' P O R"�A B L E 5'U I L D I GS H � PROVIDE 2x TRTD BLOCKING AT BOLT 20 GA,x 1Y4"WIDE GALVANIZED LOCATION.PLACE W/GRAIN RUNNING STRAP EXTENDED OVER SKIDS. VERTICALLY.ATTACH TO RIM JOIST ATTACH TO ANCHOR W/SLOTTED ATTACH ANCHOR TO W/(6)10d NAILS MIN. BOLT PER MANUF.SPECS. RIM BOARD W/Yz'0 BOLT W/WASHER (GALV.) N REFER TO SCHEDULE REFER TO SCHEDULE FOR ANCHOR INFO. I FOR ANCHOR INFO. OUTSIDE tn FINISH GRR'ADE SKID(TYP) GRADE 1-BOLTED EYE ANCHOR DETAIL 2-TYPICAL ANCHOR W/STRAP DETAIL OUTSIDE 20 GA.x 1Yi WIDE GALVANIZED SKID(TYP) STRAP EXTENDED OVER SKIDS. RECOMMENDED GROUND ATTACH TO ANCHOR W/SLOTTED BOLT PER MANUF.SPECS. o ANCHOR SCHEDULE CONCRETE SLAB FINISH �p SOIL ANCHOR DESCRIPTION TIE DOWN ANCHOR GRADE w J y CLASS REFER TO SCHEDULE 0:w¢ sr 0 ROD x 48"LONG w/(1)6"HELIX FOR SPACING(TYP) to a %"0 ROD x 48"LONG w/(1)6"HELIX 4a sa"0 ROD x 48"LONG W/(2)4"HELIX EYE ANCHOR-s/a"0 ROD x 48'LONG w/(1)6"HELIX EYE ANCHOR- "0 ROD x 48"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/Va'DIA. GRADE BY OTHERS. EXPANSION BOLT W/ 4"MIN 3"EMBEDMENT(TYP) 3-TYPICAL CONCRETE ANCHOR W/STRAP DETAIL ........0 MASTER ANCHORING PLANS-FLORIDA-RuIC 2020 o•°•t�;; s •;:?• * N0.77209 * PROJECT NO: SHEET NUMBER Digitally signed by Kevin Nolan y Q a DN: a DATE: 12-31-2020 S-2.0-AF 0.9.2342.19200300.100.1.1=A01 ` DRAWN BY: KLNO ; 4100000001740CS9501F00044�•.... ; � s ' 3 "i �,: .,,, t� f4fiCHECKED BY: KLN A84,en=Kevin Nolan,a=US ,� :::e e t..;� �� Date:2020.1231 10:34:41 v REVISION: SCALE:1"=1=0