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HomeMy WebLinkAboutLofted Barn Set-Up ManualBusines `l", Professional Regulation, Ken Lawson, Secretary Steve Perry WeatherKing - FL 1221 SW Eaculyptus Ave Arcadia, FL 34266 JAN 10 2019 ST. Lucie County, Permitting r March 19, 2018 RE: Manufacturer Certification, ID MAF-9749; Expiration Date: March 16, 2021 Dear Steve Perry FLA Manufactured Building Program 1940 North Monroe Street Su1e 90A Tallahassee, FbWa 32399AT/2 Phone: 850.487.1824• Far.850.414.8436 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 Florida. Construction or modification on a manufactured building cannot begin until the Third Party 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 that must be met to maintain approved status. You may expect and demand quality plans review and Inspections. Each Code change will make your plans obsolete until they have been reviewed, approved and Agency for plans review. Please ensure that your plans are In compliance and are properly posted on ouF websit_e. All site -related installation Issues are subject to the local authority havino iunsdiction. The Department's contractor willmakeunannounced 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 BCIS (www.floridabuildina.ora) for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Rick Scott, Governor -- -- - oridabuifdin ---_. - .-_- _---Plaean sief-vrlhsnikreodurR-nwleldbisnigtee,aPtm-m-nB-.—a-os—eesa—lua-b-le-dnformat-l-on---o-a—the— odda- --gram Dropy �f hhlc lettermuch-arrmmpay a0oll[atinpc for Inral- bullding -- --- - ------ ----- ---- ---- -------- — - -- permits. cc: National Design and Inspection, Inc. Sincerely, Mann actured BuildfuclPreo9RSd"nv •�_�1.1�/— - - _ - REVIEWED FOR CODE COMPLIANCE ST. LU BOCCI ((3 tU?'0 I ! I c I II E i rn W a 3 WEATHER KING PO ABLE BUILDIN�I' 760 WESTBfj'O ' K ROAD L RISKNCATEG R� I HICKORY, K 42051 2. LNE LOADS: I FLOOR:4 LOPT:10''SF PSF ROOF: 20 PSF GENERALNOTES: I I. STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 10. ALL ROOF DECKING IS TO BE %e' O.S.B. ITEMS BY OTHERS: 3, DEAD LOADS THE 2017 FLORIDA BUILDING CODE (FBC). i1.ALL SIDING IS TO BE TREATED Ti-17. LP SM TSI THE FOLLOWING ITEMS MAY BES E INSTALLED BY OTHERS. THESE fjAS iP LED MAY D E FLOOR: 4p ROOF:511sp F 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN PANEL, OR 29 GA. METAL SIDING. SUBJECT TO LOCAL JURISDICTION ROV1 WALLS: 3 P�uF ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF MANUFACTURE. 12. ALL FLOOR JOISTS ARE TO BE PRESSURE Tft WEATHER KING PORTABLE SUBDI 0 RESPONSIBLE FOR THESE ITEMS! G ISNy 4. WIND LOADSi ARE BASED ON THE FOLLOWING: SYP N2, OR BETTER. 3. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. 1. THE FOUNDATION AND TIE-DOW IS STEM ULTIMATE 1 (2011 FBQf DESIGN WIND SPEED: URE 16098(3)) 13. ALL UN -TREATED WOOD FPAMWGISTO BE TOB i Vult=1160 MPH 4. STRUCTURES ARE CLASSIFIED AS 'MINOR STORAGE SPF020R BETTER, UNLESS NOTED OTHERWISE TABLE 1604.E AND 2. RAMPS. STAIRS. AND GENERAL' CI SS I NOMINAL�41/ NO SPEED, Vesd-124 MPH FACILITIES" (RISK CATEGORY I) PER SHOULD NOT BE USED FOR HUMAN HABITATION. 14. ALL FLOOR DECKING IS TO BE W TREATED PBVW OD 3. ELECTRICAL SERVICE HOOKUP I RISK CA7E�ORY1 EXPOSt1RE CATEGORY C OR Ye' PERFORMAX 500 FLOOR SHEATHING. I LOC RING INTERNAL PRESSURE COEFFICIENT: S. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A CLOSER THAN 18 INCHES TO EXPOSED GROUND CATEGORY I DURABLE OR PRESERVAT I E- HALL 71brBnC �mlyppnq EATED p1 �I GUlpivi0,18 3 SECOND WIND GUST OF 180 MPH FOR RISK BE OF NATURALLY STRUCTURES PER FIGURE 1609,33 OF THE 2017 FBC. WOOD I N ACCORDANCE WITH 2304.12.1.1. O Pane'cannh+m"Na nw V COMPOF EFFECTIVE SBCLINDAR: 10SF FT' WIND AREA, I FWdeaea,dnnu.u° Adamt nN,1NM LPee+nW R .6 P- FI20NE1= 19.3, 30.8 PSF 6. SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING 16.ALL SKIDS ARE TO 4n6 PRESSURE TREATED, GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING RATED FOR GROUND CONTACT. A�„mmh^:wmr�n���{,mo,w 1;muo°�:°n •rce_rx ROgRZONE ROCFL7ANE3-79.3, 2 o. 19.3,d3.3 PSF •7B.9 PSF GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL SUPPLIED FASTENING SCHEO LE '11 "=.°V OR W�!1-20NE4=33.5,-36.3 PSF 78. REFER TO THE ARE NOT ON CONNECTION AND LO AT M°,. .w. ON OF WA I:ZONE 6. 33.6,-04.8 PSF T. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT FASTENING BASED IN FLOOD HAZARD AREAS. STRUCTURES SHOULD NOT BE MEMBERS AS PER THE 2017 FLORIDA BUILDING UNLESS NOTED OTHERWIS C 1e;.,. ,P.. •.'.fvOj1v(4- DOE Fp RN..,,rn odUCQ9 EFFECTIVEWINDAREA,Ae III P20FT' a'dat P USED IN OTHER LOCATIONS. TABLE 2304.10.1. COA In°P��.{C172AW pM Pm 1 J I' li am • laa ROOF'•ZONE7=17.8.-29,BPSF O It`1 `(V ROOF' .O- -ZONE 2=77.6. 49.O PSF S. IN ACCORDANCE WITH FBC 1609A.2, STORAGE SHEDS NOT 17. ALL EXTERIOR NAILS ARE TO BEZJNC DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA J 0. Apypval L.I N.,d m p "'O"'�",n I ul u 1 RO ... +y,.a1 WALLQONE4 POP -ZONE 3=. 17.6•-73.7 PSF =32.0. a4.e PSF OF 72D SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY 18. STRUCTURES SHOULD HAVE 30 YEAR RATED AS HALT A�Paa n• °rJw%^•^n"a ii ; At 6=32.0. A1.8 PSF WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS SHINGLES CONFORMING TOASTM D3161 CUSS 9 1rWedu wy F'a"Npauul�� OF THE 2017 FBC. ORASTM D7156(CLASS H) OR29 GAMETAL ROO PANELS. B' WIDE ROLL SIP POOR: I DESIGNeeI SSURE=e30.4, J3.2 PSF 9. IN ACCORDANCE WITH FBC 1010.1.1, BUILDINGS THAT ARE 400 ID. ALL BUILDINGS ARE TO BE ADEQUATELY ANC SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN TO RESIST WIND LOADS. ANCHORING OF THE HO BU EDTO LDING IS PRESSURES SHOWN MAYBE CONJUNCTION WITH ONE- AND TWO. FAMILY RESIDENCES SUBJECT TO LOCAL JURISDICTION APPROV �OTE:CBCWIND REUUCED'FORLARGERARFASAS ALLOWED ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH BY CODE,! REQUIREMENTS OF THE 2017 FBC. ' 6. CONSTFiUC ION TYPE: V-S a, a:°E t11r1,...e sF1°"= __ LOFTED BARN FLORI - --WIND=1���� A► C 2017 .. ,®r� • •' *{ No.77209 PR' cr I� ' SHEETNUMBER y j•,• Q�TE , 7�f`� '•..40RiOP. d;O Approved by PhII1I ERobbin9 . Florke W e ©�■(�� n 1 h ` ■ ■ i ■ ® her � ,^`, V_O-LB D NBY � KW I � CH H KED Y: 1 II-15. 17 Plan PER1720064'1'I�Iryrt'i I14T PORTA E BUILDINGS I II; SCALE: NONE ReVI ION: FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER I SPACING AND LOCATION ROOF FRAMING J. BacDAmaJ 1E%v DIY') I. BLOCXINO BEMEEN DE�MO=. CR R N9 TO 1CP PN16 m]OTM¢RFpRNDq ]-IMBO%I]-%0.1}a% IGOe PNrH END, iOENA4 ]-YN STLAPIBAXiCROWN .0311 ]-raa.WOON " P EAIXIONAD 2....N09ETYEEN NPFTER9 NOT AT TID?wWL MP ]-r 11 CAGE STAPLES MW.TOPA Mk ]-16BC0191CNIi-[D.16i1 ]-YaD.1Y9UG9 END. ]-r R DADE VR 3 CQI,Rnaw NMEp REFEIIENCS aNEETBBiAAN0621 FRC,8 L ]-IOJCOMNWD-+.I.m RJSlERi010PMEE ].Iaae"(3=1m 1-tO1 S0%(r Y%w' B TOENAL 1'x.169 B-Yw WDe aTAftEAYi CPDWN ' ]:IMBO1MMW(' CFJILMJOISf91D1L1PFUR J-IN BD%(YaD.I}B1 ]-r+O.IY'NMLa FACNJOIST.TwE 3-YI4p STAREa.WCROWN WALL FRAMING IM C.... Si'[B.I B17 }r OA. FACENAO SIDE TO MO ININ ATYNCED WN1PN41S) =0BB0%(J'%DYBO 0.1J1'NLeB IY OL. FILENAR ]-Y11 O+GE6TARE5 Iw wwron (.M•+DD erl Ir c c. FALE wEL BIUDTOMI)NiDABOF11N09NOBATIMERSECTRO IN SO%ISP(a0.1]a'I Ir OZ. FACE RW W/ CORNERS OT SPACEDWMA RMELW ] aS 11a 1'FUL9TML d16E6 Ea. •/u CROHN IY D.C.FKEIN4 WNTIMIOMHEA)ERT061W 1 WCpANONBK' 0.1111 I.IOt �%(S+B.lifl }p¢p¢p 101 COYNW III( -a 0.latJ /B'Oy. PALE N4M1 TOPMTBTOTOPF a IM BO%p•a0.14B'1 r+0.1]I'NVLS ITOA. PACs 1N6 ]' Y OAOE S}ARE9,N(C110WN DESCRIPTION OF BUILDING ELEMENT I IN MBE At,lq TYPE OF FASTENERi SPACING AND LOCATION F MIN (CONT)11Iiicw1 BM w E•L6CJOLRIT.FACENL NOMmp P1AE TO TOP RAN. AT END JOINTS ]) MNWM24WD E4W EllCNERDFMl1 DT 9, ]CROWN NNDXI '+D, N'1 10•Da FACENLL ammuflureiDJDm.PMJMsr,eBlo Jasr, oa ']rl •-- aLOCXNOMOl ATBMCED W/ILPM'E191 4 um4B I i .. n-nP FecFFu¢ Y oa]i•1 oie -' mEXAL • I, GFA PR &1(I R0.N1 9NDIOIOPPi 00T1ONRAlE I �. •1 CONL Nry5'�t0.1e}'1 I ;1 00'1(j/' 0.]01 EXONAL IB OI1 STAR '•I CO NIR' B.181) TOPRAlE9.Js➢9XT WRNERspV01N1E0.9FenoN9 LI W%(',D.] +D.nri I rAFR NFM1 - II MO BTAA 'AJDflOMI I FLO F MING .B c0 WO. 1]1 1 s1 10910.w HD9 _ .� e.I., 10.11T TmJArt Vol "" LOFTED BARN--FLORIPA--WIND= * i NM77209 ; y v - .imprleC cvve;nher min ;�i � CNEI NEO V: """"""""'D �I•I P10 ERfl2084 ° 7 PORTA E BUILDING ���, REVI low I I III I i I III • I I mtN IC 2017 SHEETNUMBER S-0B1-LB SCALE: NONE FASTENING SCHEDULE (CONT.) DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION SUBFLOOR• ROOF AND INTERIOR WALL SHEATHING' EDGES (INCHES) INTERMEDIATE SUPP (INCHES) RT fe -V 6e LLTiWR OR OEFaRb£9 MN a11311WOFLOOR weowALu a +a eeeoxceceFouotolxK'•o.lnTPmv1 a +: xW.o.11e•xALlsueFLooRaRowr6y a Ix I V'+en6EiTRRE. u'cFOWN P I66FLD711aWC WALLI ♦ o 2%'KO.lt6•LNL(AOOI ♦ e I%'1$C G&6TMLE. VC CRO6M MOOF) a e Ya•mK' ep OE*daFn P'a4i11 1]'1 6 IE ffi•. o,nrlwt' z lewce 6ravle.ki caDWR e e EXTERIOR WALL SIDING Ii' LG 6 W R19®E CRELL9 W N FN1EL OR ♦.'•1RPAROTI.II SIOWO OAeW d1 DEIORMCDPM'te.HT� WMEWAQ a eamxceoEFLRREvry6'•nllaT aleRvwaue e e. 0�..alTl16+7..•••1,,,,, LOFTED BARN- , 3.ta;:�cE sF�°• * f Na77209 E -ORI A WININEI I Ne her King PORTABLE ]WILDINGS 11 BC 2017 III SHEET NUMBER 812-LB III SCALE: NONE Ili l I .I I, 32'-0' MAX LENGTH (1 '-2' WIDE) I 20'-0° MAX LENGTH (1 ''-D' WIDE) Ili I A` WIDE) 1 %'l MAX LENGTH ( 1 yy I. I I I I I I I I li R OUTSIDE Rx V- `WIDE ' (REOV FOR 11'-T WIDE BUILDINGS OjJ ) I I I I I I Ili I �IIII I' INSIDE 4a6 TRIO SKID I .I' DUTSIDE 4x6�;TgTO SKID I l I I I I I I' 1II I I I' I I I I I I I I II (RE O'U FOR Oii'21WIDE BUILDINGS ONCq I i I CONT. 20 TREATED FLOOR JOISTS CONT. 2x6 TREATED FLOOR JOISTS (SPLICED JOISTS ARE NOT PERM M JO ST j 1I - ! my tlap U 16' 00. MAX. IS WIDE) 16' D.C. MAX (1D' 81 T•T WIDE) D) III P1 II ED I TYPICAL FLOORlFRAMING PLAN11 UpM'nnn4rq SF°... LOFTED BARN--FLORI, A -WIND=1 ;;!-- ;BC 2017 ,,°�E l i I I SHEET NUMBER 11.15-2017 .,• qpFTE a +� 'b�OR10P "L Appmod b Ph1111 E Robbina yy ° Flatlde�PE 8070 yam. W e her K i S_ 1 DRA NBY: CKE GD KILN, I rr M 1a0_0 hrrrnnl1"` 11.15• !7 PlOn t . PER172064 'P�'�1-17 PORTA - E' U IIrL D I IV G $ BI '1 I SCALE: NOT TO SCALE REYI ION: 1 I IL I I I , 32'-0" MAX LENGTH (11-2• W IDE Ili � I -WWIDE) III 20WWMAXLENGTH(1( III 4-W OR 6'-0" a. PORCH 2x4 STUD WALL TREATED RIM JOIST I II y ABOVE ( (TYP) III L1 i � I I. I OUTSIDE 4x6TRTD SKID (REO'D FOR 14'72• WIDE III ry BUILDINGS ONLY) 7L i iINSIDE 4xS TRTI SKID ,, b I I ii li I 1 1 I OUTSIDE 'I% { SPAN OFARTD I rWSIKID (REOT)'OR L9 }'WIDE (BUILDINGS ONLY) PORCH DECKING( I 9x8 TRTD POST CONT. 2x6 TREATED ABOVE (TPOST CONT. 26 TREATED I�, Ali !' I N DI FLOOR FLOOR JOISTS ®16" O,C. MAX.(8'WIDE) JOISTS@ 16. O.C. MAX (10'& � 1 T2• - III II E I 1 (SPLICED JOISTS AR NOT P PERMITTED) �p PPRO` I TYP I 't I '11 LOFTED BARN CABIN FLOOR FRAMING I PLAN OPTIONAL I ii III, h •I' N `x`v1N 1IL 11j•rO rr"o ,,` `.�•y`IV3eG 9 LOFTED BARN-FLORIDA I,-WIND=1!! - ;;BC 2017 L' Na77209 ; E PRO{ GI N0. SHEET NUMBER DA 11-16-2077 I� •x• � 0 STATE � '+,�OR10Pi • �p APPrwatl 17py PMIII E Robbina Ida PE�O0T0 ` A >�\/ e� /� h`n �' JJli ^Y{ '^`) 111 II R . S_ DPA v. KLNI j l� CNEf 6Y: KLNI r, E r II I_YY REV li "rRnn..ull �)_Is_17 Plan a De PER mom PURTAB E B,UILDI RIGS III: SCALE: NOT TO SCALE 32'A' MAX LENGTH (1 '-2- WIDE) I I 2V-W MAX LENGTH (1 -O'WIDE) I i I III I FY TREATEI I f (TYP) 91 IN J019 •� 1 I 1 I I III OUTSIDE 4KBIT RID SKID I (R OD FOR 11T 2' WIDE 1 I ICI ' i Bl ILDINGS ONLY) oINSIDE 4,6 TRTD SKID M � I III OUTSIDE 4xS rRTD SKID (REO'D FOR 11j-2- WIDE BUILDINGS ONLY) K OPP a 4a6TRTDPOST 2z4 1 2 ABOVE TUD WALL (TYP) CONT. 2K4 TREAl COM.2a8 TREA [} „ OO 00 I QIS IS S@38'O.C. MAX (B'IWIDE) S�16°O.C. MPX (IO'&11'-2'WIDE) ABOVE MP) 532 �2 SPAN OFT Tb (SPLICED JOISTS ENOT III RMI EO) PORCH OECKIN 1TA"MAX PORCH { P��0 I SIDE LOFTED BARN CABIN FLOOR FRAMING PLAN OPTIONAL + i I;I I ' 'q�CD{NfoT I III .o`T4 L uIvO ...,,. ��t';J;CENSF•;TL----., LOFTED BARN--FLORI A -WIND=10;ii-- ';BC 2017 * j Na77209 2 * E III PRD'J T q SHEET NUMBER DA 5 STATE _ 3 1 OF 'y •'•,....... •'•.Flotlde Approved by P E E RohElne PE , .pp `p v,y �Aher Kin j11-j5-2017 /A� I ��� �_I y o BY KLN CH K%D Y' KLN 4y Y w R ION: j I �nnumnp�^° N-s-n Plen Na. D PORTA BUI4DING5 ScALE: NO770 SCALE 32'•O"MAX LEN i TH n n Ili' I I I I � I I IteVI-OY,Ipqq d'w. e MINE) Y OVE' rYP) . G I T �I 3 S32 I � I ' OUTSIDE 4.61RRT0 SKID it N I I INSIDE 4n6 TRTD SKID N SPAN OF TRIM I OUTSIDE4v6 "TD SKID f PORCH DECKING II Jd TREATED RIM JOIST (TYP) US TRTD POST ( 2 ABOVE (TYP) 4332 S-32 If UCE 8 TF JO 3TSI SATED FLOOR JOISTS Q 16" O.C. MAX ARENDT PEpMITTED) 12W I I l l I DELUXE LOFTED BARN CABIN FLOO FRAMING PLAN OPTIONAL II I III �`PGENSF��'•. LOFTED BARN-FLORIDA -WIND=1 ;-- ;;BC 2017 No.77209 '; CAP. N' l SHEETNUMBER 1.15.2017 P:. .b�OF� a P' .� ,o...: Appmvetl byy Phllll E Robbine Flor11 PE13DTD 0 1l1/ea hoer Kin �' S-1.3—LB OM N Y: �w LN i l 0R D ,: 'mhmmn�o� � E REIION: all 11-15-17 Pi6n o. I: PER772064 '��'� -17,. PORTAB E, UILDINGS SCALE: NOT TO SCALE 32-0°MAXLEN I TH L II ( p� h�ptV� I I cum, � I OUTSIDE 4x67RTD III SKID i i IN1410E 4x6 TiTD SKID Ol)TSIOE 4x8THTD i! SKID -III TREATED RIM JOIST (ryP) { ( U 6 TI EA E JO STE ED'FLOOR ARE NOT PERMITTED) OISTS @12. O.C. LOFTED BARN w/ ROLL -UP DOOR FLO R FRAMING PLAN OPTIONA � .I I ,,,, ,00;"' "' N° °°1�-FBC LOFTED BARN--FLORI A' —WIND=1 2017 ��,�•�CENSF� •; Ii n * Na77209 *� E SHEET NUMBER OA 1-1.5-2017 1 ]� $+••••.•TjTOFTE -'r,<OR10P.' Approved by Ph101p ERo661ns . Florlde PE-48070 �j (\ / ea i h 8 �+y �I - S_1•4_LB 0� CHE D V: KLN c`j, „ �npn°may 11-IS-17 YYyy Plan PER772064 P041.17 y r PORTAB J �r , r E �UILDIMC'1S I „? I'. SCALE: NOT TO SCALE „ I�' 32'41- MAX LENGTH (11'-2- WIDE) 20'-0' MAX LENGTH (10'-0- WIDE) 16'-0'MAX LENGTH(6'-0'WIDE) m � RIDGE m I Im I I SHOP -BUILT ROOF TRUSSES AT 24.O.C. REFER TO SHEET S-2.3 ROOF FRAMING PLAN N No LOFTED BARN --FL �.'�GENgF * ; Nn77209 * * E I j NaVjri PORTAB UILDINGS E Plen Na IS -I oca4��nan iiii_ FASTEN ROOF FRAMING AT EDGES AND IN TF THE END STRIP AT E REFER TO FASTEt FOR AODITIONAI n !-%nnnin_ii I FIJ ROOF SHEATHING ESA SINCHESO.C. TT E6 ANDD IN THE FIELD, UNO. i BI C 2017 'I SHEET NUMBER S-1,5-LB III SCALE: NOT TO SCALE I /a' OSB DECKING W/ Ye' OSB 6ECKING WI ASTM 03161 CLASS F OR ASTM D3161 ASTM WIN CLASS FOR CLASS H ASTM D7158 CLASS H ASPHALTSHINGLESOR III ASPHALTI SHINGLES OR SHOP BUILT TRUSS 24'O.C. 29-GAGE METAL ROOFING S (REF NOTES) 0 B,,IIyI TTRUSS 124-D.C. I 29-GA GE (REF NOTES) METAL ROOFING SEE SHEET 52.3 FOR ADD'L INFORMATION. EE SHEET 62.3 FOR DD'L INFORMATION. �Ye' OSB DECKING 1Ae" OSB DECKING Q LOFTAREAS. PROVIDE COM. METAL i Ii @LOFTAREAS. �� PROVIDE CONT. METAL "' DRIP EDGE AT EAVES ! DRIP EDGE AT EAVES AND GABLE ENDS. AND GABLE ENDS. REF. DETAIL 31S•3.0 (TYP) REF. DETAIL 3/S•3.0 (TYP) III 40, I °o, 6 I I 2n4 STUDS Q 16-O.C. PROVIDE DOUBLE r 2x4 STUDS @ 16- O.C. PROVIDE DOUBLE �' b4 LOFT JOIST STUDS AT WALL SIDING N b I', 2x O OIS STUDS AT WALL SIDING @24.O.C. VERTICAL SEAMS - ( @ ' �' VERTICAL SEAMS 4'e'T411 SIDING, 9s'T1-01SIDING. ' LP SMARTSIDE PRECISION SERIES _� DOUBLE TOP PLATE PRECISION 1? LP SMARTSIDE SERIES UB PP I 19D SIDING. OR 2B GA METAL SIDING Ye'TREATED PLYWOOD OR PERFORMAX SW FLOOR 2 P 190SIDING.CR AMETAL BIDING `TREATED PERFORMAX PLYWOOD OR 500 FLOOR (REF NOTES) DECKING, (REF NOTES) DECKING. I' HiI 1. (2)40 TRIO SKID xwl x5' � 2X4 TRTD FLOOR JOISTS 42R6 TRTD FLOOR JOISTS @16-O.C. MAX 2)4X6 TRTD SKID '' 10- @16°O.C. MAX 8' WIDE I III' kl I I NOTES FOR METAL WALL ROOF PANELS: 1) METAL WALL PANELS WITH THE RIBS RU 2 ING I(ORIZON. I. III SHALL BE ATTACHED TO OSB WALL SHE DETAIL 4 ON SHEET 53.3 AND T ill NSHS PER S-3.4. I' Ir1"A%'Ln+WS DETAIL 2) METAL WALL PANELS WITH THE RIBS RU 41 ING N ERTICALLY SHALL BE ATTACHED T02x4 GIRTS IN CORDA ICE WITH DETAILS 2 AND 3 ON SHEET 8J.3. 3 METAL PANELS ATTACHED DIRECTLY TIC DOD RAMING Au DJOn V ��� SHALL BE ATTACHED IN ACCORDANCE I d, AIL30N3HEET5-3.3 II 1 NOTE: REFER TO FASTENING SCHEDULE ON SHEET99-0.185-02 4) METAL PANELS ATTACHED TO OSB DE IN ACCORDANCE WITH DETAIL dON SHE I G SHALL 5418 BE ATTACHED FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE. BUILDING SECTI S ! I I LOFTED BARN FLORI A WIND=1q H JBC 2017 e e * { NO.77209 ; * PRO N : V SHEETNUMBER q • - a W •••, p�OP� i •'•. �OR1OP:•' ApPm (Id iy PNOI E Robbina IF PE�BD70 Weal i'. I' S-2 OBI Q OA 1.15-2017 DPA Y: LN i t' f r f ea �� ■ �f�li L LU CH FI D NI ;11i °onnnnlm I(•)s-17 P0, e'' PER172064 ffifi-17 PORTAB UII DINGS scALE:va =1 D RE �" %e" OSB DECKING W! ASTM D3781 CLASS FOR ASTM D7158 CLASS H ASPHALT SHINGLE90R OTE 11 0 ME A LIR O PANELS, 23GAGE MET AL ROOFWG SHOP BUILT TRUSS 0 29'O.C.i SEESHEETS2.3FOR (REF NOTES) ,)M S RIBS RU WALL SHEATHING NING HORIZONTALLY PER L A L W E TO H TIE S ADD' L INFORMATION. Ye OSS DECKING ®LOFT AREAS DET 12)MET S l "E ON lilliff ''A E T .3 EL $$ HEDI TO H DETNLI Cf E RIBS RUISNING GIRTS IN ACCORDANCE SHEET SSA. VERTICALLY WITH 1 1 OET (l AN N,SHE x4 TEu 3. „� PROVIDE CONT, METAL q DRIP EDGE AT EAVES 3)M I S " ' E A ATdCH HELL��IN DIRECTLYTO CC RDANCE}WITH WOODFRAMING DETAIL 3 ON SHEET 33.3 AND GABLE ENDS, REF. DETAIL 31S-3.0(TYP) 4) MET INA E DA AMTACH �VRHD T AIL I OSS DECKING 40NSH SHALL BE ATTACHED S3.3 I, 2x4 STUDS @le- D.C. PROVIDE DOUBLE I i ZxB LOFT J015T STUDS AT WALL SIDING ®24.O.C. VERTICAl9EAM9 p ) I %' T7-1, SIDING. �7 V LP SMARTSIDE PRECISION SERIES DOUBLE 190_SIDING, OR TOP PLATE '{¢•TREATED PLYWOOD OR 29GAMETALSIDING PERFORMAX 500 FLOOR (REF NOTES) DECKING. "b- I 11 I (4)4x8 TRTD SKID 11--2' JOISTS 018o0 C. MAX I V-2" WIDE -` Cpp�a I I I I elrCD NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1&S-02 I I'I I FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE. BUILDING J n SECTI N I f I 11' N`rN°" -" LOFTED BARN--FLORI 4,, -WIND=16 J� -F2017 i IMP, 7209 ; f - IBC I I # _p *. STATE '{C� O :..� OF P. ; (��� ~ ` Approved Cy phllllp E Robhina . Florida PE 9070 Wed I 1 PRO N9: SHEET NUMBER S-21-LB 0A 11.15-2017 P OM v: w� � �• ® o E Plan o. 1 er King � �' �� a�: REVI90: � ���I nnnnm�U-IS-17 PER77206412e'P7-17 PORTABL ILDINGS �L� SCALE: va•=,w^ ROOFTRUSS I' ROOF TRUSS REFER TO DETAIL 5 ON REFER TO DETAIL 5 ON 2x4 STUDS @ IS- O.C. SHEET S3.1 FOR STRAP 2x4 STUDS @ 16- O.C. SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) ATTACHMENT. (TYP) LAP THE TOP PLATE DOUBLE TOP PLATE 1Yi" -16 GA METAL FROM THE SIDE WALL OVER THE END WALL PLATE A". 10 GA METAL I� BRACING STRAP (NOT REQUIRED FOR AT EACH CORNER. BRACING STRAP (NOT REQUIRED FOR LAP THE TOP PLATE WALLS SHEATHED WITH WOOD SIDING WALLS SHEATHED WITH WOOD SIDING 1 I FROM THE SIDEWALL OR OSB SHEATHING). 4'-V MAX DOUBLE TOP PLATE OPENING OR OSB SHEATHING. OF G OVER THE END WALL PLATE AT EACH CORNER (TYP) O 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) TUD W/ (2) Ed NAILS MIN. (TMP) l 8' WIDE FRONT ENDWALL 11 I FIFO T ENDWAI L ROOFTRUSS 2xd STUDS 16' O.C. 2x4 STUDS @ 16" O.C. I 10� DC $ MjLAR) I 1 ROOF TRUSS REFER TO DETAIL 6 ON REFER TO DETAIL 5 ON (SHEET I SHEET 53.1 FOR STRAP ATTACHMENT.(TYP) DOUBLETOPPLATE SJ.1 FOR STRAP ATTACHMENT.(TYP) , ' 1%'-16 GA METAL OPIONALWINDOW r� �p`/y' IN' -16 GA METAL I' DOUBLE TOP PLATE BRACING STRAP 36-WIDE MAX(TYP) pq❑ A PROV q BREQUIREACING RAP p (NOT REQUIRED FOR WALLS SHEATHED 6����@0Q (NOT REQUIRED FOR FOR WALLS SHEATHED B �/ WITH WOOD SIDING LAP THE TOP PLATE Iti�VVw•.' OR OSB SHEATHING). FROM THE SIDE WALL WITH WOOD SIDING OR OSB SHEATHING). 4 LAP THE TOP PLATE FROM THE SIDE WALL I (TYP) OVERTHE PLATE (WP) /� WALL PLA EACH ORN5R. AT EACH CORNER. I AT CORN AT EACH CORNER REFER TO DETAIL d ON I REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP 1 SHEET 53.1 FOR STRAP ATTACH STRAP TO EACH ATTACHMENT. (TYP) ATTACH STRAP TO EACH ATTACHMENT. (TYP) STUD WI (2) Ed NAILS MIN. STUD WI (2) ed NAILS MIN. I I (TYP) (TP) I I 8' WIDE REAR ENDWALL 1 W R ENDWA�L 1111 'ID SIMILAR) pprOnpry;� Nj �E sF -s LOFTED BARN--FLORI W-WIND�i PH; 2017 • PR CTN 1 399• T • L y'•_ STATE • A OF •'.w Approved by Phllll ERobbina - Florlda PE 8070 : �I SHEET NUMBER •///� //J� I OAT' i-15-2017 5 Y: OR/OP'•� ®_ /ram r��y �1n Il�p ,��q■� KI F _`TY_` CH E S': LNI YA fie■ 4• ■ Vry a..... 11-IS-17 Plan o. PER172064 1'�9.17 PORTABLE B'UILDI NGS SCALE: NOT TO SCALE R O ° Il 2x0 TRUSS GENERAL NOTES: MEMBER (TYP) 2x4TRUSS M ;2 TR. R( S ) 4;61 2x4TE I. REFER TO SHEET S-0 FOR DESIGN LOADS. z;iD PLATE (TYP)'{ (TY / <° PLATE (TYP) 2. MAXIMUM TRUSS SPACING e24. O.C. � 3. TRUSS TOP CHORD SHALL BE BRACED W1 STRUCTURAL WOOD SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. 4. ALL TRUSS MEMBERS ARE TO BE SPF 92 OR BETTER SEE NOTE IO _ l; SEE NOTE IO 5. TRUSS PLATES ARE TO BE A MINIMUM OF 20 GAGE(MT20) S.-D. I. 11'-2• HYDRAULICALLY PRESSED IN PLACE EACH SIDE OF TRUSS. MA%REACTIO S. REACTIONS DUE TO WIND ARE BASED ON MWFRS END ZONE MAX REACTIONS PRESSURES. INDIVIDUAL MEMBERS DESIGNED FOR ZONE 2 HORIZ: 122LBS. S 125 CBS. HPRIL' COMPONENTS AND CLADDING WIND PRESSURE NET UPLIFT:.185 LBS. N UPLIFT: -270iBS. GRAVITY: 262 LBS 7. DEFLECTION MEETS L/200 LIVE LOAD AND U760 TOTAL LOAD. 8'WIDE LOFTED BAR TRUSS 11 GRAVITY: IDE LOFTED 352 LES. BARN TRUSS 8. LOAD DURATION ADJUSTMENT FACTORS: I + LIVE: 1.25 WIND: 1.60 9. REPETITIVE MEMBER INCREASE: 1.15 2X4 TRUSS MEMBER (TYP) f 10. HORIZONTALTHRUST IS TO BE RESISTED BY LOFT JOISTS. 3Li 2a4 TRUSS REFERTOSHEETS S-2.0,S-2.1,ANDS.3.0 FORLOFTJOISTSIZE, PLATE (TYP) AND ATTACHMENT INFORMATION. NI/J'` $° SEE NOTEIO 4 a {� PROVED" --- MAX REACTIONS I HORIL 121 LBS NET UPLIFT: -238 USE. GRAVITY: 315 LBS. 10' WIDE LOFTED BAF N TR JSS i JyrPrnrrIV p,.°..,y LOFTED BARN--FLORIDA'-WIND IJ M--FBC 2017 Na77209 ; * SHEET NUMBER 1149-2017PE-4A070® APDraved py PhI11iy E RobbNa wea , er Ki IS-2,3-LB a: KLN . PI064 'IZe1'?1-17 PORTAB E BUILdI NGS SCALE: NOT T09CALE ATTACH SIDING TO I j' I WALL FRAMING CONT. TREATED RIM BOAAS� W/8d NAILS ®6.O.C. WI NAILS @TINTOBRIDGING D I Tic I 1 � T/Is OSB DECKING. IN FIELD & ALONO &(3)3-NAILS TOENNI.ED INTTOO SKID (5)1 B ILS N EDGES. (SPACE NAILS AT 3' O.C. ALONG (3) 3' NAILS' METAUD P DG LOFT JOIST PANELEDGESAT THROUGH FLOOR JOIST BOTTOM' PLATE (411 'TOENAILS /�TTAC O 00 ENDWALLS) INTO EACH STUD I T SKID w/ 1'x'/ T LE 7 O. SIMPSON Mf516 STRAP w/(T)Wdx 1Yr NAILS MIN)IN EACH END OFTHE STRAP CONT. 2r,4 (RIPP 'I D AT EACH TRUSS. WRAPAROUND AND NAIL TO WALL TOP PLATE (3) 3' NAILS CONT2t4 TRTD wl (2) 7 ILS IWHEN yyqr TRUSS DOES NOT LINE . F1)CHT UP WRR A WALL STUD BELOW. BRIDGINGW/ SR BKIP REF DETAIL 4183.0 FOR AN (5)3-NAILS IN ,'G TO NAIL 5/J ALTERNATEOFHOLD DOWN OPTION 1-TYPICAL'DETAIL EACH SKID S TO P LAT EMETAL IN LIEU OF THE METAL STRAP. (4) ILS I DOUBLE ROOFTRUSS 2-FLOOR JST TO SKID DETA L ITVV� V S 3- I EAVE TOP PLATE DETAIL" i%4(TYP) 3'NAILS® LOFT JOIST DOUBLE TIC p1A ENDWALL HEADER FOR �" OPENINGS UP TO 6. B'O.C. TT51 SIDEWPIL HEADER FOR OPENINGS UP TO 4'-0'. 2) x4ry/%"OSS FLIT H PLATE IN LIEU OF MT518 STRAP, NOTE: (1)2a4, RAT ALLMEMBERS NOTE ALLMEMBERS ' SIOEWALL HEADER FOR OPENINGS UPTO 6'-0'. PROVIDER SIMPSON 0.152x 8' 9DWC TRUSS SCREW ARE 24 ARE 2X4, UNO { I I2). 6 /%i OSB (SDWC7660D) OR ) FLR H PLATE SIDEWALL HEADER EQUIVALENT AT EACH ROOF TRUSS. 3B'MAX (3)3-NAILS ITYP) 38'MAR i' FOROPENINGS �' UP TO B'-U' " N TE9 NOTE: REFER TOWS3.0 FOR INFO NOT SHOWN. STUD 1 7 1. RO EA ID� tieAST 20 JACK STUD UNDER EACH END OF LOAD HEADERS: NAIL TO ADJACENT STUD PER �PE SCHEDGCE NOT REQUIRED AT END WALL 4-ALTERNATE TRUSS ING$G HOLD DOWN DETAIL DETAIL (D END 5-TYP WINDOW I DETAIL SIDEWALL -Ty F MIN , 6-DOOR HEADER SCHEDULE I nPmurnr sF LOFTED BARN--FLORI A -WIND 16 FBC 2017 •, �.*�• N0.77209 * NOW: WFERTOFASWNINOSDHEDULEONSHEETS 60.1ANDU2 FOR it PRO' N t - ' * AWAOHMENTINFORMATIONNOTNOTEOONTHISSHEET. SHEET NUMBER oA 71-75-2017 EV. STATE y07 �•+r a4ORlr:` APProvod Ph10 E Robbins . FIoH o PE�480p7�0 W e p^� " ,•AJ7 I fD7 8_Y.O_W LN c B : LN I s 1.' /�r'°rnmm-r-.,14ie^�f111�-1"SI-I'7 pI°"P"L ER°772064 1�f1-17' PORTAB 16DIMG5 �; SCALE: a� ill lll. : ��, ROOFTRUSS TOP PLATE DOUBLE (TYP) JOINT IE S PLAN) 1 i TONT. TOP PLATE 11 I II Lr 1 n BOTTOM PLATE JOINT I� T 6 T LICE D x4�x S-O' LONG ATE CENTERED L. III O STUDT S SPLI IDw/ EACH SIDE OF OWS 10d NAILS TREATED 4x8 SKID (TYP) 24° MIN (oj4 C. STAGGERED I' 1- WALL TOP PLATE SPLICE DETAIL 1Yi -15 GASTEELSTRAP. 2-:.Kl) it S L9C DETIAIL WDI WRAP MOUND JOIST B SIMPSON STRAP ATTACH TO JOIST I ' A�aET WVGV 4 NAILS w!O)INEACH NDOFTHE W/(4)10dXIVNAILS I MEW IN EACH END OF THE EACH SIDE OF JOIST. STRAP ATD TRUSS. 'fie OSB DECKING. DOUSI. I WRAP MOUND TOP PLATE. TO TZP PIA I REF DETAIL 4/3-3.0 FOR AN ALTERNATE HOLD DOWN LOFT JOIST 1YP 16 GA STEEL STRAP. OVER WALL TOP ll OPTION IN LIEU OFTHE METAL STRAP. PATE. PROVIDE(3) 8d 3-NAILS 20 STUD 1T O.C.jjj((END NAI INTO TOP OF PLATE. WALL)PR DE(6) 10d NAILS MIN TUD/SIDE OF PLATE. 1 (2)2h4,STUC 1 'M PORCH POST BEYOND. DOUBLE TOP PLATESHEETREF (SIDE WALL) SAILSOR EXTENDED FROM SHEET S3.2 FOR BUILDING ADD'L INFO. � • � , 3- NAILS @ 12' O.C. I STUD I I ' STAGGERED NOTE: REFER TOTS3.OFOR INFO NOT SHOWN. '4-STRAP ATTACHMENT 5-STRAP ATTACH CORNER DETAIL r-or { 3-PORCH EAVE DETAIL SCALE=1Sy=i'-0' SCALE-IY, 'd--T`(P�ICAL E s LOFTED BARN--FLORI A,1=WIND=1 H17 FBC 2017 No.77209 4, il ;? :*''p =••pp1 * E NOTE: REFERTOFASTEMOSCHEOULEONSHEM".IAN 2MR ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. I PR N I' ' P •'• STATE• o 0'•;A` OF P. .'• FOA1D ..•• Approvod byy Ph110 E RabbinA Floib PE��B0g7�0• W e a o r � ' jSHEEFNUMBER JI ". D 11-15-2017 i vv KLN cHHEE, e B : KLN,S-3,1—LB E A&. -• ■ 1 . ""on "n1R111^-11•IS-17 Plen N�°.IT '' PER772064 1V�-17 PORTABLE ILDINGS R�'I SCALE: I-=T-O ' REF DETAILS WS-3.1 & 4 S�3.0 RE TAI 3 4 3. FOR ROOF TRUSS OLD- FOA FS' OLD; DOWN INPORMi TION O NI TIOIII (2)11,e'x6•LAG NOT SHOWN FOR C �TI,TY P) NOT NIA: ,.. rv' SCREWS THROUGH r TOP PLATES INTO Ii ROOFTRUSS I 4x6 P.T. POST +GEIUNG (TYP) OD ATWORC AT PORCHNLY. (2)Y,.x6LAG LOFTJOIST 9xSCREWS THROUGH (TYP) TOP PLATES INTO l 4xe P.T. POST P.T.,x PORCH BOARDS w! (2) 3' NAILS INTO CONT. 2. P.T. EACH FLOOR JOIST RIM JOIST DOUBLE TOP PLATE END L {ILL Q I EXTENDED 4x6 P.T. TO PORCH POST POST (6) 3' MAIL$ (MIN) I FROM END JOIST dx6 P.T. SKID INTO CORNER POST P.T. 1x PORCH BOARDS �', BOTTOM PLATE 1- CORNER PORCH POST DETAIL EACH •NORJOIro EACH FLOOR INTO I (fYP) 4xB P.T. (: I I I POST P.T. Ix PORCH BOARDS I wl (2) 3' NAILS INTO I i I CONT. 2x P.T. EACH FLOOR JOIST RIM JOIST REF DETAILSBASE 4x8 P T. SKI FORRPO POETT SASE I 1 ATTACHMENT FLOORJOIST (9) 3' NAILS (MIN) O ICH VARIES (SEE PLAN) (TVP) FROMJOIST .4x8 P.T. SKID I p�F� NDI INTO POST NOTE: REFER TO- D TAILS AN 3. FOfI INFO NOT I I SHOWN. NIB��Pp'�ng�Qppy� �P�0 NOTE; REFER TO VS3.2 FOR INFO NOT SHOWN. 1 ! Fd 0.Y6tl>PP�xVd 2- INTERMEDIATE PORCH POST DETAIL 3-OPTIO P SEICTION j f I I 8 flill I I I I xy.malununx. LOFTED BARN --FLORID WIND�1 u'I ILL- 2017 i ;BC 9 - } ; No.77209 ; ,A. * NOTE REFER TO FASTENIND SLNEOULE ON SHEETS S-0.1 PN09-0.2 TOR a i. PR C I N©: 'SHEETNUMBER 3 'Q t ATTACHMENT INFORMATON NOT NOTEDON THIS SHEET. ii DA 1-1$-20 STATE _ e 'PO t, :'�� OPpP.•: •. ORI.,• ®prweorl ya FIR 9070 9 . Florida PE�B070 � r■1 R S_3x2—�V �, ,, - 7 �r � � � � ■�.y vn� iI', OH e : KLNI I?A J °••nm,n,DxO�)-Is•J7 Piaa a PORTAB E UkLDINGS 9,. scALE:, ,w 1, (�LRO FIND OVER ROOFTRUSS I 8. 098 HFATHING. %,'GS 3 ROOF I F Fl TO in) TAJL4'S-3.3 29 GA METAL PANEL DECKI G ORA TACHMENT 2x4 STUDS (FLAT) 2x10 OP PLATE LOFT JOIST Yn 14 SELF DRILLING SCREW./WASHER #10-14x 1$-WOOD SCREW 18'O.C. TOENAIL TRUSS T.C. '. (2x4B TPLATE) SPACED@24.O.C. wI WASHER @3.5%5.5.45S O.C. 3$" TO wf (2) 3' NAILS '1/e- OS LOFT j j j ALONG EA SIOELAP (EACH SIOE OF EVERY MAJOR RIB) DEC KI G SIMPSON MT516 STRAP - CONTINUOUS EGA. M TAL SIDING. wl (7)10d x IY' NAILS (MIN) IN ALUMINUMZ-BAR Fjf JO ST CH TGIRTfi PR EACH ENO OF THE STRAP FLA9HINGAT j li DE7AIL31S-J.3 AT EACH TRUSS. WRAPAROUND HORIZONTAL SIDING AND NAIL TO WALL TOP PLATE JOINT.ATTACHTO DO BLE TO P i� WHEN TRUSS DOES NOT LINE 2x FRAMNG FRAMING.11YYf I I I^ I UP WITH A WALL STUD BELOW, STAPLES @12 O.C. I' 2.4 / I TUf)S ` I' ALL GIRT. ATTACH REF DETAIL 41S41.0 FOR AN FASTENING PATTERN AT PANEL ENDLAP ALTERNATE HOLD DOWN OPTION @ 1 O.C. j:, TO EACH STUD wl IN LIEU OF THE METAL STRAP. SIDING(IYP)J ) INO HAW(NAILS 'I (TYP) 29 GA METAL PANEL 1-TYPICAL END WALL DETAIL YSCREWWIWA14 SELF HERLING #10-14x1Yi WOOD SCREW SCREW wl WASHER SPACEO@24.O.C. ONESIDEOFEVRY I ALONG FA SIDELAP MAJOR RIB) +, gIa.15x 1Yz 29 GA METAL PANEL wf WASHEESI{{ )(ONE WOOD @ 9.0. C ! I� 4 W e z ^ I 610E,OF SPACE SCREWS EVE A Y. 18 RR )! k _ B• I IALONGPAI�EL�EN .I r O, 2x4'STUDS@ V��J��+yu� 1 15' O.C. md�°1EyL�16�1I� O V CT/ p�j�y��,�yV! G LUa"' 2x FRAMINo �/e' OSB I 2x FRAMINGSPACED FASTENING PATTERN AT INTERIOR PANEL SUPPORT AT 24'O,C. MAX l4 2-TYPICAL VE METAL SIDING DETAIL 4-METAL PANEL �ASiENING TO O.14 NOTE: REFER TO DETAILS I 3-METAL PANEL FASTENING TO WOOD FRAMING 3193.0 FOR INFO NOT SHOWN. SCALE=1$,-1,0- / 3A'gIIIN'D I' 14 I L0, I I I 101�I �1RN=-F 0 IDA--WIND=160 MPH--FBC 2017 * j• N0.77209 t * O * NOTE REFERTOoFASTEN 0 DLL 0 $HEETSMA AND S-0Y FOR PROJECTNO: SHEET NUMBER p •.. ATTACHM1IEM'INFO NO EDONTHISSHEET. i=" DATE: 11.15.2017 •11 - O ..o OF p. j- •'•.CORN..•' 3 I. proved ,. Fledda by, Phlll , E Robbie. PE�d90f7�0 ' 0 a t h e r King S-3 12 DRAWN av: KLN CHECKED BY: KLN IAA"""'^""'nll-IS-17 1 " ° . ER172084 `'WIR -ii•17 ABLE BUILDINGS RI'GIGN SCALE: 1'=1'.0 29 GA. METAL ROOFING OVER %e- OSB SHEATHING. REFER TO DETAIL41S-33 FORATTACHMENT�. I LOFT JOIST Y/4 II i I 29 GA. METAL SIDING OVER SIMPSON MTS16 STRAP 4TO SHEATHING. wl (7) 10a x 1)/ NAILS (MIN) IN I 1 I 1 I I RPER R TO DETAIL 41&3.3 EACH END OF THE STRAP E FOR SIDING ATTACHMENT� AT EACH TRUSS. WRAPAROUND 1 AND NAIL TO WALL TOP PLATE WHEN TRUSS O DES NOT LINE UP WITH A WALL STUD BELOW, REF DETAIL 41S3.0 FOR AN ATTACH OSS SHEATHING ALTERNATE HOLD DOWN OPTION 1, TO WALL FRAMING IN LIEU OF THE METAL STRAP, WI Ed NAILS ®S'O.C. IN FIELD&ALONG EDGES. (SPACE NAILS AT 3' O.C. ALONG � PANELEDGESAT ENDWALLS) (dj IV D.C. 78' O.C. I 1-TYPICAL HORIZ METAL SIDING DETAIL I, I NOTE: REFER TO DETAILS 11S3.0 AND 3/S3.0 FOR INFO NOT SHOWN. I, c•JCEN3---. LOFTED BARN —FLORID q� WIND=h °'� H�� —FIB c 2017 `* N0.77209 •%*C p 7/' E -••.n�OF� NOTE REFERTOFASTENINGSCHEOMEONSHEETS M.1 MOB 03FOR ATTACHMENTINFORMATIONNOTNOTEDONTRIS SHEET. iI PRtl C N : i$HEET NUMBER DA I 1�1.1 ,2017 P,r LOAN•• � 0 ®raves I NUIIPP IDs PP y . Flarltla PE•d9070 `/ww�ll•.pe e � � I. .I j' p S-3.4—LB BRA f uLN CHE E B """""°"""'iI•Is-)7 V r Pl"" -R a PER172D64 'P2-'i9.17 PORTABLE MLaINGS j' R oN: SCALE:1 1'•0 I l I I I I I I EXTERIOR WOODSIDING. RE0FOR 9II GIR R METAL jp RIBS IININGVERTICALLY. NAILINGREQUAMENT3 TO SPA NIA P R G ATTACHTOWALL GIRT PER VTR R •1 =F 1111 S 'IETAIL IS3.3 PLYWOOD TRIM TD I I PI NOOD I I ROLL -UP DOOR GUIDE. I ) RIM ATTACH TO W000 JAMB (2) 2x4 SP 02 (OR BETTER) wl Y"x 1.76' LONG LAG D.79' JAMB STUD. REFER TO ROLL -UP DOOR GUID SCREWS @ 1T O.C. PER 1 96" FASTENING SCHEDULE ATTACH TO WO O 'A.,` ": "( �" 2x4 SP (OR BETTER) MANUF. SPECS. BOTTOM FOR NAILING REQUIREMENTS SCREW TO BE 6' MAX wl Yi X 1.75 L SCREWS@12' NG� .C. FS L; JAMB D. .79' JAMB STUD. REFER TO FASTENING SCHEDULE ABOVE FINISHED FLOOR, NIANUF. SPECS. OTT FOR NAILING REQUIREMENTS LOCATE GUIDE FOR LAG I SCREW TO B 6' SCREW TO BE CENTERED ABOVE FINISHE FLOG ON JAMB STUD CLOSEST TO DOOR OPENING LOCATE EE SCREW BED SCREW OR NTERE 1-ROLL-UP DOOR JAMB DETAIL B ONJAMBLosES TO DOOR � PENI METAL WALL SIDI G OVE (WOOD SIDING) %'OSBWALL SHEATHING I I I REF DETAIL 11S.S.[1[[jj FOR 0 U DO R JAMBI DETAIL NAILING REQUIRE]lE + SIDING) I, ETAL PLYWOOD ) TRIM I ROLL -UP DOOR GUIDE. I ATTACH TO WOOD JAMB (2) 2x4 SP (OR TER) t wl Y� x 1.76' LONG LAG 0.79' JAMB STUD{ REP 11 SCREWS Q 12' O.C. PER FASTENING 1.96' SRE UI MANUF. SPECS. BOTTOM FOR NAILIN EMENTS SCREWTOBE tq fL LMAX ABOVE FINISHED FLOOR. �D.1 LOCATE GUIDE FOR LAG "A�/^W�VVA"0444www^^^� SCREW TO BE CENTERED II'FFAA��%Y� ON JAMB STUD CLOSEST 'I TO DOOR OPENING 2-ROLL-UP DOOR JAMB DETAIL I (HORIZ METAL SIDING) I I I rio JCEN """"" LOFTED BARN--FLORIgA-WIND I 1 ' C 2017 S 2 F'' * �' Na77209 '. *' B #' . NOTE: REFERTOFAETEMNOSCHEDULEONSHEETSSU.IAN 2FOR ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. I PRp NSHEET NUMBER 1-1 ST"TE APP�Dved1 PhIN ERobbino aPEp19007,0 A&-:_ Q WGa yTAli( iWI r Ki MK l'//1��1I 1Q7Florl S-3"5-0E cH PIDn u. D PER172064 iR1-1T P dl& NGS SCALE:1112"-l'.0 RE TVETRIM PROVIDE CONTINUOUS ALUMINUM Z-BAR FLASHING AT SIDING HORIZONTAL JOINTS. ATTACH TO FRAMING wl VY STAPLES AT 12' O.C. )TYP) I I I L -JJ ,I r---T— Yll FRONT ELEVATION OIRANd WINDOW LOCATIONS SIDE 11I � AI N11 VARY PER CUSTOMER N-1 ° RA-111NT rr--1� I I I I I I PROVIDE CONTINUOUS ALUMINUM Z-BAR FLASHING AT SIDING HORIZONTAL JOINTS. STAPLES TTACH TOAPLESA FRAMINGwl (TYP) %a" WINDOWS. DOORS, AND T;m SH E' C PTU CTUALWINDOW, DOORANDTRIM 9TAPLE9 AT 1Y O.C. (TYP) MAY VARY PER CUSTOME REO OPTIONAL DOOR OR WINDOW. J LOCATIONS VARY PER CUSTOMER I I I REAR ELEVATION i pOppP4rrr i ,'. I ' I ' ''�E sF LOFTED BARN--FLORID,A-� WIND= +Ipl I-FBC 2017 9 * ? No.772O9 .L- * % - * 'o I III PR M' �. iSHEETNUMBER - o I oar 11.1 2017 iA� %.n�pF .: F — ApProvea yWy Phlllly E Rabbine `A I, D LN �— 1-LB Cpp . FI011da PE-G9070 V 7!f jrY■ ®� E� CHE E S rrrrpr°°°r°°�11•is-17 Pion o. a PORTABLE B l LDINGS {' RSvVI SCALE: NOT TO SCALE PER172O64 '�i-77 WEATHER KING PORTABLE BUIL I ' 760 WESTBROOK FORD HICKORY, KY 42051 I GENERAL NOTES: DESIGNED 1. ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WfTH BUILDING PLANS, 8.GROUNO ANCHORS SUBMITTED SEPARATELY. J FOR SOIL CLA S4a' ! SOIL CLASS 4a. 2. DESIGN LOADS ARE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE. CO NSISTSOFLOOSETO BLOW COUNT, PER ASTM EDILI 0158 NSE,FI 18 T D IM RE O STIFF CLAYS AND SILTS, ALLUVIAL FILL. ' ING ON ATORQUE PROBE OF 276 TO 3�0 INCH POUNDS. THE INIM CH GTH FO SOIL CLASS4gIaa SHALL BE 48 INCHES. 3. WIND LOADS ARE BASED ON THE FOLLOVfNG: ULTIMATE DESIGN WIND SPEEDS: 2017 FBC FIGURE 1609.3(3) ! it Vullv120 MPH I' Vull v 140 MPH VuI1-160 MPH RISKCATEGORYI EXPOSURE CATEGORY C �. INTERNAL PRESSURE COEFFICIENT: GCp1vtO.18 4. THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE BUILDING. LOCATE THE ANCHOR WITHIN 12INCHES FROM THE CORNER. REFERTO ANCHOR SCHEDULE FOR ADDITIONAL ANCHORS THAT MAY BE REQUIRED, ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS SHALL BE SPACED EQUALLY. S. 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 OWNERS RESPONSIBILITY TO VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED. I. J I ' I I °""° ° MASTER ANCHORING PLANSH FLOR D - 1 �' 2017 y', P T a SHEET NUMBER 0 S.f.A.1.E s4 •'••eGOR1pP. r` .�. e a t ht K II 11'15-2017 _ 5-0-AP ° 6 EP 9Y 'KL ' J` .�Lr ;r °""'a'a^'"'iI•Is-n PORTABLE B �I f LDINGS SCALE: NONE N SCHEDULES FOR GROUND ANCHORS W/ STRAPS II I UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO'120 MF BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING I - WIDTH 1@-0' 12'-0' 14'-0' 16'-0' 18'-0' I 20'-0' I 27-0- �24'-0' 26-0' 26'•0- 3@-Y 0. IV-2' 1 2 1 2 1 3 1 3 1 3 1 3 ! .31 1 3 1 3 1 3 , I I UPLIFT ANCHORAGE SCHEDULE FOR WIND',121 TO1140 M BLDG NUMBER OF ANCHORSEACH SIDE OF BUILDING WIDTH 1@-0' 12'-0' 14'-0' 161 1@-0' 2@-0° 22-0' 24'-0' 26'-0' 294 30 8'-0- 3 3 4 4 =1 - 101-0' 3 3 3 3 2 3 3 4 1 4 1 4 11 41 1 5 5 5 UPLIFT ANCHORAGE SCHEDULE FOR WIND1141 TO1160 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING 1 WIDTH 10'-D' 17-0' 14'-0' 1@-0' 1@-0• 20'-0' 27-07 24' 26-0' 28'-0• 1 30'- e'-0' 4 4 5 5 - - 10'-0' 1 VI 1 4 4 1 4 1 5 1 5 1 5 11 51 18 e 7 I I y i I I I 1 7 , I I H I I 1#4tIII 1 '411111 „ I H , 37 I 45 I j 32' t7 y L'JVo. ,, °�ENsF°- * No.77209 E .0 • 'k 9 y•➢t• STATE ...000 LORIOP:•'•,F ,r Is-i7 MASTER ANCHORING PLANS; iFLOR 7 u. �, — t ,802017 r ear �rN���lI■ �■ PORTABLE B ,�lDIN�s5 " 9' 1 1.. INI F CT 0i j SHEET j j scACE: NUMBER ,/{,�� 11 eP V_Id_/'1 0 I 11h15.2017 0 0j' C Ito Br 'KL'N R oN UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 20 M H3Z BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING mm 10'-0° 12'-0' ib'-0' 16'-0' i6'-0' 20'-0° 2Z-V 2426'-0' 28'40' 30' UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 M H BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING I WIDTH 10'-0° 17-0° 14'•0' 16'-0° 1LV 20'-0° 22-0° 26-0° 28' 3P 32 e'-0° 4 4 5 1 5 - r 10'•0" 3 4 4 4 11'-2° 3 4 4 6 5 6 51 6 7 r7 I UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MESH IJ I I BLDG NUMBER OF ANCHORS EACH BIDE OF BUILDING I� WIDTH 1D'-0- 12'-0' 1 14-0' 16'-0° 18'-0' 20'-0° 2T-0' 24'-11° 26'-0' 2S-0' 30'-03T 6 6 - a 6 6 4 6 5 1 6 6 7 1 71 1 6 8 6 1 :91111 1 Q I I opnnmu�u I I F MASTER ANCHORING PLANS' J Rjj� - 20 7 tA No.77209 ••QQe * - r OTi o SHEETNUMBER �STOFTE Olj �11 16-2017 Y �. ,A`1 1 /A/ AP .LOR10P.• •`�� eath�e' K' ��I CH EB By'.Y-1�`_I \I PORTABLE B, ,DIN 5 q 'li 60N 11•IS-J7 SCALE: PROVIDE 2:TRTD BLOCKING AT BOLT LOCATION. PLACE W/GRAIN RUNNING VERTICALLY. ATTACH TO RIM JOIST ATTACH ANCHOR TO W/ IS) i0d NAILS IN. RIM BOARD Wr)j-0 BOLT W! WASHER (GALV.) h REFER TO SCHEDULE FOR ANCHOR INFO. FINISH GRADE 1-BOLTED EYE ANCHOR DETAIL 20 GA. x ty' WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED BOLT PER MANUF. SPECS. CONCRETE SLAB TIE DOWN ANCHOR. REFER TO SCHEDULE FOR SPACING (TYP) ATTACH ANCHOR TO CONCRETE SLAB ON CONCRETEWIWDIA. EXPANSION BOLTWI _ 4' MIN GRACEBYOTHERS. 3- EMBEDMENT (TYP) 3-TYPICAL CONCRETE ANCHOR W/ STRAP DETAIL ��'"'°"'�������"""("",",�, MASTER ANCHORING No.77Z09 % �STOFTE g` P' ' I I I XgI I 20 `QALV 6ED j S , VER sKIbs. TTA �T AN /S ,T�ED T P UF. PE S. REFERTOSCHEDULE FOR ANCHOl INFO. �I OUTSIDfi GN H .SKID(TYP) I I I I 2-TY1 IC C R W/ S RAP DETAIL , OUTSIDE SKID (TYP) I I ' o I' FINISH Q p a GRADE � 1 I , eather r PORTABLE BUiLDIN O 11 O'E' D D '4DULE GROUND 1 � NE}S CLA 4HOI DESCRIPTION N' V; Dz48 LO Gw/(1)T HELIX Dz48 L LO GW/,(1)e'HELIX 4e x4B LO GW((2)4'HEL)X D R 4B'. LONGLI(16'5H ELIX 3E DA48'LONG w /(I�6-H5E HELIX NOT : REF O E "FOR SOILA DES I *VE 2x TRTD BLOCKING AT BOLT K' . PLACE Wf GRAIN RUNNING STRA ,; I OVER W 9. LLY. ATTACH TO RIM JOIST ATTACH ANCHOR TONAILS MIN. TTAC T AN j !SL ED , RIMBOARDWIWO OUTSIDE P UF. PE S. BOLT WI WASHER SKID (TiYP) (GALV.) FINISH GRADE REFER TO SCHEDULE REFER TO SCHEDULE ),� • °f FOR ANCHOR INFO. FOR ANCHORIINFO. OPTIONAL I6°K78'%4°SOLID MASONRY d OPG A 16 1 °SOLID MASO RV BLOCK PAD. REFER TO SCHEDULE BLQpQp P R FE TOSCHEDULE FOR QUANTITY AND SPACING. ` F0� A<•j RANI SPACING.I (np) OPTIONAL BLOCK PAD SCHEDULE BLDG NUMBER OF PADS BENEATH EACH SKID WIDTH 10'-0° 17.0' td'•D' 18'-0° 16'-0° 20'-0" 27-0' 24'-0" 26'A° 28'-D° 30'-0"- 32'-D° S-W 2 1 3 1 3 1 3 10'-0" 2 1 2 1 2 1 3 1 3 3 111-2" 3 1 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 16d 6 BLOCK OR (2) I6RB BLOCKS. j 3. BLOCK PADS SHALL BE PLACED WITHIN 12INCHES OF EACH BUILDING CORNER: ADDITIONAL PADS, AS REQUIRED, SHALL BE SPACED EQUALLY.'I `NF ° MASTER ANCHORING PLANS-LFLOR I. "GENS''�''o i Na77Z09 OF e STATE e` + r eath'er •,••,"""",,,°il-�=n�....� '', �'"� ` PORTABLE BUkDllN SHEET NUMBER i11f15-2017 118-12 KLN 'e SCALE: 1"=t'-0 :to 1 4 I FINISH GRADE boo 1-0 11 5 File COPY