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HomeMy WebLinkAboutLOFTED BARNr, WANNED JUL BY ST. Lucie Colint'�, permitting St. Lucie C0f j .WEATHER KING PORTABLE BUIL®ING.S DESIGN CRITERIA: 760 WESTBROOK ROAD 1. RISK CATEGORY I HICKORY, KY42051 2AIVELOADS: FLOOR:40 PSF _.................. LOFT:10,PSF 'GENERAL NOTES: ROOF: 20 PSF 1.. STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 10. ALL ROOF DECKING IS TO BE % OS.B, ITEMS BY OTHERS: 3. DEAD LOADS: THE 2017 FLORIDA BUILDING CODE (FBC), THE FOLLOWING ITEMS MAY BE SUPPLIED AND 11. ALL SIDING IS TO BE TREATED Tt-11, LP SMARTSIDE INSTALLED BY OTHERS. THESE ITEMS MAY BE SF FLOOR: PSF 2. ALL MATERIALSAND. CONSTRUCTION SHALL BE IN PANEL, OR 29 GA. METAL SIDING. - ROOF: 5 PSF r' ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF SUBJECT LOCAL JURISDICTION APPROVAL WALLS: 3 PSF KING WEATHER K MANUFACTURE, 12. ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED NG PORTABLE BUILDINGS IS NOT RESPONSIBLE FOR THESE ITEMS, SYP f.'2, OR BETTER. 4. WIND LOADS ARE. BASED ON THE. FOLLOWING: ULTIMATE DESIGN WIND SPEED: 3. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. t. THE FOUNDATION AND TIE -DOWN SYSTEM (201717 FBC FIGURE 1609.3(3)) 13. ALL UN -TREATED WOOD FRAMING IS TO BE TO BE Vult =160 MPH 4. STRUCTURES.ARE CLASSIFIED AS "MINOR STORAGE SPF #2 OR BETTER, UNLESS NOTED OTHERWISE. 2. RAMPS, STAIRS, AND GENERAL ACCESS NOMINAL WIND SPEED, Vasd -124 MPH FACILITIES" (RISK CATEGORY 1) PER TABLE 1604.5 AND RISK CATEGORY I SHOULD NOT BE USED FOR HUMAN HABITATION: RISK ALL FLOOR DECKING IS TO BE %' TREATED PLYWOOD 3. ELECTRICAL SERVICEiH00KUP EXPOSURE CATEGORY C OR le" PERFORM. m SOD FLOOR SHEATHING. FLOORING INTERNAL PRESSURE COEFFICIENT: S. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A CLOSER THAN 18 INCHES TO EXPOSED GROUND SHALL GC i - f0, 18 3 SECOND WIND GUST OF 16D MPI I FOR RISK CATEGORY -I BE OF NATURALLY DURABLE OR PRESERVATIVE- TREATED 4i IMl a" f»rDti {, (� p - STRUCTURES PER FIGURE 1609.3(3) OF THE 2017 FBC. WOOD IN ACCORDANCE WITH 2304.12.1.1. rma vii�a aa`^a°'",iia �g COMPONENTS 8 CLADDING: pmida tlmvl-ctuwa y- j . EFFECTIVE WIND AREA, Ae= 10 FTC 6. SIDING FASTENERS SHALT_ NOT INSTALLED IN PANEL, SIDING Ratans 010%, caln - y��q ROOF -ZONE 1 = 19,3, -3D,6 PSF 15. ALL SKIDS ARE TO BE 4x6 PRESSURE TREATED, /asrkto tny!r,0awing mmw•Udt i ROOF -ZONE 2 = 1fl.3, -53.3 PSF GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING RATED FOR GROUND CONTACT. 6Q.aiVuehotR rpe... VV...• GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL. _U ROOF -ZONE 3 = 19.3, -78.9 PSF F'"'T`"' --^•��- WALL.ZONE 4.= 33.5, -36.3 PSF 16, REFER TO THE SUPPLIED FASTENING SCHEDULE FOR Wy,,,,,g.F gan.rl,,.,: WALL -ZONE 5='33.5; -44.8 PSF 7. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE 140T FASTENING BASED ON CONNECTION AND LOCATION OF s>r.,• ,.,. . • _ f�,0-,J/,1/I'I" IN FLOOD HAZARD AREAS, STRUCTURES SHOULD NOT BE MEMBERS AS PER THE 2017 FLORIDA BUILDING 60DE Bru ,; F p�.y -- §3!)C� B*q1, EFFECTIVE WIND AREA, Ae = 20 FT' USED IN. OTHER LOCATIONS, TABLE 2304.10. 1, UNLESS NOTED OTHERWISE, trTRti�.Qr% ('� 2Pl7&�6k,Z1 ROOF -ZONE 1 = 17.8. -29.0 PSF i;4b.s.m0 1 ,1- - '•,"'8'L$�9 ROOF -ZONE 2 = 1'T.6, -4fl.0 PSF S. IN ACCORDANCE VVITH FBC 1609.1.2, STORAGE SHEDS NOT 17. ALL EXTERIOR NAILS ARE TO BE ZINC COATED. AppmvaJ =atc E�St& $� �,�;?4-;,r•2 ROOF-ZONE.3 = 17.6, -73:7 PSF DESIGNED FOR HUMAN HABITATION WITH A.FLOOR AREA GM r OF 720 SQUARE FEET OR LESS -ARE NOT 'REQUIRED'TO'COMPLY 18. STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT rnt•: turwnian' - ^� �" J"(- i` J. ;'c•71tr`t# WALL -ZONE 4 = 32.0, -34.B PSF WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS SHINGLES CONFORMING TO.ASTM D3161 (CLASS F) @pr b•"�r'?0tr enR D `-'aym x-"""`" -«' """'�.""' WALL•ZONE 5 = 32.0, .47.6 PSF OF THE 2017 FBC. OR ASTM D7158 (CLASS H) OR 29 GA METAL ROOF PANELS, gTCm6tet hs a t � 6' W9DE ROLL UP DOUR: 9. IN ACCORDANCE WITH FBC 1010.1.1. BUILDINGS THAT ARE 400 19. ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO DESIGN PRESSURE = *30A,.-33.2 PSF SQUAREFEET OR LESS THAT ARE INTENDED FOR USE IN TO RESIST WIND LOADS. ANCHORING OF THE BUILDING IS NOTE: C&C WIND PRESSURES SHOWN MAY BE CONJUNCTION WITH ONE -AND TWO- FAMILY RESIDENCES SUBJECTTO LOCAL JURISDICTION APPROVAL. REDUCED FOR LARGER AREAS AS ALLOWED - - ARE' NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH (k- REQUIREMENTS OF THE 2017 FBC, BY CODE. S.CONSTRUCTICNTYPE: V-B L;.... N0.77209 -% {� .= _ STATEApnmvad Oo 1-1v` • -. urumnnn LOFTED BARN-FLORIDA-WIND-46"O. MP ®mFBC 217 by PhlBfp E Robbins%%. Flarida PE 411070 ��8a ga PIaP.ER972064 12-�71-17. \ �y Weathe -n 9 P+E�lII�TABLE BUILDING PROJECT NO: SHEET NUMBER 8-0-LB SCALE: NONE DATE: 11-15-2017 BY:KLN CHECKED BY: K W RIevJSioN: - % x, FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER I SPACINGAND LOCATION ROOF FRAMING --_. ....___ .._ .... _._....... 3- 31CO3u!G11 (735• [ 6.137y 1.BLOCKOJOBETWEENCEILINO AISTSORRAFTERSTO 3-1B011'T' O.i20') TOP PLATE OR OTHER FRAIRG. 3-3'r. tl.13t' NM 5 EAC{{EN(I. RIENAIL 0-3-14 GAGE STAPI2S;YC CRdAN EACH ENE. TOENAIL a ` x a.menARS T, HIDCKIWIi HIT YJf:Rl RARCTL4IIO)'AT NIF Wt1I.TOp 2-r id GAGE STM FS PLATE, TD RAFT E{i, 't-15d COMMON (W x SAM 3- )' K 0.131' NAILS ENE)14AL 3-3. 11 GAC,E STAPLES COLIAR TIETORAFTER REFERENCESHEETSS•2,DANUS2,1 FACE NAIL 3-IOd COMMON (Y x 0.14W) 3-- Iw BOX t&,'9o.139y F. RAFTER TO TOP PLATE 4 - IW 8OX (r x M2E) 4- r x 0.131• IJAD.S TOENAO 4-r WGAGEGTA,PLES, N_ CROLYN ____ ..... _._..._..... -- ... ... --..................._.__ 3•Sa COMMON Zia MWI') cmm JOIsis TO TOP PLATE 3-10d BDX (r x�.12V) 3 -t-x R,131-MKS EACH MST. TCENAR 3-3' 16 GAGE STAPLES.�%O CROWN WALL FRAMING • 1ud COMMON(3Y,• x 0. 16r) •_�-'-•4--_~•-- 24'D.C. F.ACENWL STUOTO STUOINOT AT RRACI-:13WN:7.I•ANE ;) 1U4BOX(S'x0.12•) 3' r0.13{' NAILS 10' O:C•FACE NAIL - 3-r 14 GAGE.STAPLES Isa CONE70N (3)7 x 0.I6r) IV D.C. FACE NAIL. 'STUDTO STUDAND AWATING STUDS AT)NTER3ECTTNG I D.C. FACE NAIL IG490X (.71 xn 11) .WALL CORNERS(AT SPACED WALL PANELS) •_--. •----- 3' 10N731' NAILS 3-r W CAOP S IAVLFS .(1'CROYN _ f 2' O.G FACE. tJAL TOENAIL �Y.._.... _.............. CONTINUOUS HEADER TO STUD ... ___ .._-_..___.__...... _..�. 4.ed COSfJ4rRJ (J)" xo.1371 4 -tOd BOX (3' x 0,12G') IS' O.G, PACE TOP PLATETO TOP PLATL IodSOX(r x 0,128-) 3' A0.131' NNLE IZ' O.C. FACE NAIL 3' 14 GAGE i7nE8, %' CROWN FASTENING SCHEDULE (CONT) DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION WALL FRAMING (CONT.) R-IeaCOL!510N1]+-An.i:2')--__-T. t2.10d SOXTJ.'A0328'I FAC44SmEaFE1lONR(i,T,ACEN.gU. TOPPLATETOTCPPIATE,ATEiiDJGWIS' .. 12 •r XD.131' RAAS (UIh1U.UM 2W LAP SPLICE LENGTH' 12.3. 14 GAGE STAPLES,-4 -CROWN EACH SR)F OF F40 MIJT) ....��._.............. 1GJ00)A.fAN(3�''i O,iSZ) i6' O.C. FACE. NAIL S07TOIA PLATE TO JOIST, RU.I JOIST, SAND JOIST, OR 16J BO% 0,4ua^^) _... ._... .......... ._ ......._.__._. BLOCKING (NOT AT BP/i(:FA WALL PANELSI '3-10.131'NALS 12. O.C. PACE NAIL r 14 GAGEMOMS, YW CROWN 2.163 COLO:KMI(Wx 0.162') 807TOM PATE TO MST, RIMJDIST. SAND JOIST, OR' GLOCIONG(AT EIMCEDWALLPANELS) 3-164 BOX13Ti 0.135') 4-r,.. M131-NAILS 7R O.C. FACE NNL 4'.3- la OA()FSTAI`LES,%' CROWN 4 -Ed COMMOtI(27?' x 0.1317 4,• 10,1 BOX lr G.QW) q -rx U.131` {JhV.9 TOENAIL 4. r 14 GAGE STAPLES.%. 'CROWN 3TUDTO TOP OR 00RO71 PLATE 2 • lOJ CO.Y.3, N (3)a e0.1D2') S. IOd t30X {T,u12S, 3-YcD.131'rNLS RID NAIL 3.W 14 GAGE S,API -F.S,N CROWN 2-IPJ COIA.'AM (Y;''x0.1E2') TOP PLATES. LAP9 AT CORMEfJS AND LNTERSECTiGN4 3 • IW COX (T 10.12(7T 3-7x 0,131'NAILS FACE NAIL 3-r 14 GAGE STAKES, ie CROWN, i~^ ~ FLOOR FRAMING ........... _..... _... ..._......_..._..._.� -___-._ -1 Dd LVWAONIZJ'x0.1T1') 3 IOtl SOX Ir:012,q JOIST roSKD . J ) 0*V14ALS TOENlJL 9 r14 GAGE BiAPLE3, YD CP.ON7J rxJBOX (1'xD,12Ey ' A E 131•NARS 1 .34>O.C. PAGE HAILATTOP AND BOTTOM 3' N GAGESTAPLES, X,'CROI'JDI STAGOEREOONOPIN)srr mms AND; --_� BUY.T-UP BEAMS 3- Td FOX (3' 3U.128'1 EN09 hNDAT FACH.8P410E. FAGS GP711: 3 -3' 14 GAGE STAPLES.'p "CROWN _ .__. ___...__...._.�.� __' 3-ION CAMY911 (37i'xU.162") .••_--._ _____._._....-`_.,,_-. J075T TO GAIN MST ORRIM4OIST 4-N 0GX'WJL.12d1 4.r3'A0.'N5 'ETD NAIL 4-]' 14 GAGE STAPLES, Ye" CROWN ,vwvvu•,L.•N,di�Ai ��� � NF -- Lu"FTED BMPH--FBC 2 * i4o.77209 • PROJECT NO: c i it SH.EETNUMBER DATE: 11-15-2017WeaT her K Ing -- w 77 nnp��� STATE Approvod t�y Ph1 .p E Robbins ► y ry O %;�CO��p?icy . Fiodde PE�•4J8�07�0 ORAwN6Y; KILN ® v CHECKED BY: {4LN .. rIREVISION: SCALE: NONE A'�F�nn,elnnl��1.15P).7. DPER172064 '1O?' -17 PORTABLE I �I � �i 11; FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENT NUMBER AND'rYPE OF FASTENER I SPACING AND LOCATION ROOF FRAMING ..._..... ._ ..._ _....... _........ _ 3-0d COx EwH (?$•. a 131.) -. LULOCMNGOETWEEN CEJLDIDDISTSOR RAFTERS TO 3-.HOG BOX(r x0.120') EACH END. IDENAIL i0P FLA. E CRDTHER FRAMING. 5-]`X u.13r 11im a ' }-r 14 GAGE STAPLE&,'%d CRO'1h4 .. 2-od CG1.w.PN 12K''a Dam•) " 2-i•X 0.131'tLdL9 EACH E(C.70'cNUL " T BLDCIONIT 13"WEEN RArTCREE ROT AT THE WALLTOP 2-r 14 GAGRSTAPI FEE 2-16G COMMON (W7.0.1621 ]-r.O:131• HARS ENLt NAIL FIA76, TD RAFT EII, 3-3' 20AGESTAPLEB COLLARTIETORAFTER REFERENCE SHEETS SQ.O AND 6-2.1- FACE NAIL 3-10d COMMON (3' X6.1481 3=16a BCX (ffiQc0.17S'1 RAFTER TOTOP P'IATE a -1W ROX (S.a1201 4-i.0,13r11A1C9 Tosma 4-r 14 GAGC STAPL .Ne CROWN ---_ _.__....._....._..__.__._.-_......._........ 3.64COMMON xaT.41•) CFJLINGJOISTS'TOTOPFIATE 3-10d BOX tr 4 .7281 3 -Yx n131-IdNLS EACH JCIGT.TOEMAIL 3-3. 14 4II06 STAPLE9."140 CROWN ~---•-'-�- _-WALL FRAMING 1Sd COMMON (3Y'. 0.16r)^^- -'_--- 27`O.C.F.A6ENAIL STUDTOSTUDINfJTA'rPMCl'lJWN:1.1'Ar4FJb), fe4B0%(3'6ry _.0.120.f$1'NAILS - ITD.C. FACE NAIL 3-7 14 GAGE.STAPLES - IBNCOMMON(3)Sx0.l8r) I6'O.C.FArENNL. STUDTOSTUD gmABURWG9TUDS AT INTFRSEDT7Na tY O.C. PACE INIL ' lIWIN)X(3Y'i D.I1 ) WAIL CORImcAT BR4OFDwm PANE49) -----•--- S' 0:131'NARS 3 Y 14 GKIF SIAKB3. i{j CROWN - fY DC. FADE HAn ' CONTBVIIO.US HEhOER TO STUD -� 4.60CfURX(A4 pri %a1311 .•` _ TOEFWL _ IOd COMMON(W9 x 0:t02•) IB' O.G. PACK NAIL. TOPPLATETOTOPFIATC fOd BOX tr X 0,128') 3'.0.151• NAILS IY O.O. FACE NAIL 3• I4GAGCSTAPLE3,Ii; CROYIN FASTENING SCHEDULE (CONT) DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION WALL FRAMING (CONT.) f�1:610N(31y'.R182'I--, 12.10G803I-fAI FACF161fL:OF FJIO JOk1T, FACE NAh TOP PLATE TO TOP PLATE, AT DID JI:W 19' .12B'1 12.3' ra1Ls (WMNUM 24' LAP SPLICE LENOTH lAOAG 72•Y 14DAC68TAPLES,�A4` CROWI7 TallA sav OP EBU Awm 1Ed CO)L.�N (2$'r0,16Z) 18. O.C. FACE W 6. BOTTOM PLATE 70 JOISTj R6I JOIST, ELAND JOIST. OR 10+^) _ BLULODNG (HOT AT BRACED WALL PANELSI O.Otl 12H O.0 FACE tVA6. 3' 14 GAGE STAPLES, i:i CROWN 2-164 COIPIOlI(wFxOa62y 807TOMPIATE TOJOIST. RIMJOI5T.9AHD4016T,OR ` 3-16d BOX(31¢X11`135-) '(FLOCMNG(AT BBACEDWALLPANFIS) a-r P.mw*NAILS ' Is, O.C. FACE NAIL a-r 1a OACF.BrARES, Ri C•ROWN - 4-3G COMMON(2!?k 0.1317..0 -� 4,:IW BOX p'to.12") 4 -r k Da31' Ib6LS TOENAIL ' a, r 14 DABE STAPLES. Re CROWN STUD TO TOP-0R BOTTOM PRATE 2.100 COMMCN (.%0.1U3') 3.-IOd 30X(ria1281 3 -r. a13V WbL5 FRO NAB. 3.3.14 OAGF STAl4 F,S, Me CRGYIN 2- 1041 COILMONCA'.0a62') TOP PLATES, LAPS AT CORNERS AND N7EM5 CT10NS •T-IUd6OX(T.U.1267 3-rx0.131'NARZ FACE NAZI 9- r 14 GAGS STAKES. lie CRi71- FLOOR FRAMING ... ..__._ • .._. ;1.8d LXIffiMINI2i!'X A19TTO9CID S= Ind B6X(Yt0.72a'i 3 -rk a1M-NAGS TOEHA L APR .: . 3 • r I4 OAGE 8fARE9. V CROWN .._.._._...._..__......._....-__...._._.. _....... ... tt)dBOX(V a1i67 7.11jai.AOS .._...... .. ..._..___..__..� 24'O.C.FACZHALATTOPANDBO7TOi1 _ i71x A-.Fu"^ 1, SyFYNe�.FbuW 3 14 OAGESTMES340CROWN STAGGESEDONOPPOSIfe SIDES" BDCT4IP BEAM.. AN., _ 3: Ie4 RO%(Z , 0.12tl'1 3-r'x G1311 Nits ENDS ANDAT EACH SPLICE FACE NAIL - _-_ } -r la CAGE STAPLES. �e, Cli01TN -•.WIW, daOO:7nXM1-1R0A11L 12j•0x7U,102-) �-�•- 3asrsG iAHO Jasr oR WM7013T L(3S a "E+D NAn 4-3' 14 BABE STAPLES, %d," CROWN "N"'r11r'1„°" :LOFTED BARN-FLORIDA-WIND-160 MP'H--FBC ®17 .•`0 ti1 T . L• �0�,,, a'SO $,'% s * No.77209 * P$DJEGTNO: ShIEETNUMBER j ° DATE: 11-15-2017 STATE Approved byy Phn!T E RGbbin6 DrwwN BY: •;;°�TOAFT . r .FloridE3 PE, �9J00�7�0. KLN 1� ••�P� K 0 CHECKED BY: KLN s�11 1� �JAAiiuumma 11-tS• 17 _PER172064 �2a'�1.17. Plen N j : PORTABIX BUILDINGS REVISION: SCALE: NONE _ .," .__ _ __........_-__._ FRONT ELEVATION IV E TRIM F----I- --- I PROVIDE CONTINUOUS I I I I ALUMINUM Z-BAR FLASHING AT SIDING HORIZONTAL JOINTS, I I I I I I I ATTACH TO FRAMING W1I-N" �--J J fI STAPLES AT 12" O:C:(TYP) I I I DOOR AND WINDOW LOCATIONS SIDE ELEVATION VARY PER CUSTOMER. pRo ° Kp:.S�lr PROVIDE CONTINUOUS ALUMINUM Z-BAR FLASHING AT SIDING HORIZONTAL JOINTS, NOTE: ATTACH TO FRAMING rd 1"x%" WINDOWS, DOORS, AND TRIM SHOWN ARE CONCEPTUAL. ACTUAL WINDOW, DOOR, AND TRIM STAPLES AT 12" O.C. (TYP) MAY VARY PER CUSTOMER REQUEST. TIONAL DOOR OR WINDOW. CATIONS VARY PER CUSTOMER. REAR ELEVATION ..j44'N1L°:OGI�-... WFTED BARN ®� F LORI A-41 =16a MPN--FBC .,��:�y ��EIUS•;'Z--:' .'; Approved Phllllp_E Robbins PROJECT NO: SHEET NUMBER o d S 4 LB k � No.77209 * % ;• STATE LATE 11-15-2017 DRAWN an KLN ��RIO• ; rlorle,aE 49070Weather p� � cfl[cicep BY: KLN �� q• �J4lQlipppii�F•'�• +7 4 Plan o 1) t I: - ' . PERJ72064 1 ll-77 PORTABLE BUILDINGS SCALE: NOT TO SCALE REVISION: L EXTERIOR WOOD SIDING. REF DETAIL 11S-3.O FOR NNLING REQUIREMENTS %" TRTD PLYWOOD TRIM' ROLL -UP DOOR GUIDE. ATTACH TO WOOD JAMB I (2).2x4 SP M2 (OR BETTER) wl Ya, x 1.75" LONG LAG 0.79" JAMB STUD. REFER TO SCREWS Q 12" O,C. PER 96" FASTENING SCHEDULE MANUF. SPECS. BOTTOM --- -•' 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 1-ROLL-UP DOOR JAMB DETAIL (WOOD. SIDING) Is- METAL WALL SIDING OVER 7&� OSS WALL SHEATHING. REF DETAIL 1/S-3.0 FOR NAILING REQUIREMENTS %"TRTD PLYWOOD TRIM ROLL -UP DOOR GUIDE. ATTACH TO WOOD JAMB (2) 2.4 SP 1P2 (OR BETTER) w(YC' x 1,75' LONG LAG 0.79" JAMB STUD, REFER TO SCREWS aQ 12" O;C. PER 1.96" FASTENING SCHEDULE MANUF. SPECS. BOTTOM 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) 2x4'NALL GIRT. REFER METAL WALL SIDI NG'wl TO DETAIL 2iS3.3 FOR RIBS RUNNING VERTICALLY. SPACING. AND NAILING ATTACH TO WALL GIRT PER REQUIREMENTS DETAIL 3JS13.3 s/e" TRl'D ..n. PLYWOOD TRIM ROLL -UP DOOR GUIDE. _ ATTACH TO WOOD JAMB \\ (2) 2rc4 SP #2 (OR BETTER) wl)a x 1.75" LONG. LAG j 0.79- \._.JAMB STUD. REFER TO SCREWS @ 12.O,C. PER /1 g6" -' FASTENING SCHEDULE MANUR SPECS. BOTTOM FOR (JAILING REQUIREMENTS SCREW TO BE 6" MAX ABOVE FINISHED FLOOR. LOCATE GUIDE FOR LAG SCREW TO BE CENTERED ON JAMB STUD CLOSEST TO DOOR OPENING 3-ROLL-UP DOOR JAMB DETAIL (VERT METAL SIDING) �"O�'tA111�I1A� [g�+i"4,f IM EW a 0% LuFTED BARN—FLORIDA-410--160 MPH--FBC 2017. E: REFER TOTASTENINGSCHEOULE ON SHEETS S-0.1 AND ".2 FOR ATTACHMENT INFORMATION NOT NOTED ONTHIS SHEET. Approved by PhIlIlp E Robbins Florida PE49070 �Weather P"'p'(o�' 'P2-at ER172064 �1,;17 Kina PORTABLE H���, PINca's FROJECT NO: SHEET NUMBER S-3.5.43 SCALE: 1112'=1'-0 DATE 11-15-2017 DRAM BY: KLN CHECKED BY: KLN REVISION: 29 GA. METAL ROOFING OVER / 7ER OSB SHEATHING. REFER TO DETAIL 4IS•3.3 FOR ATTACHMENT 'LOFT JOIST -� SIMPSON IATS16 STRAP 29 GA. METALSIDING OVER vi1(7) lad x tY 'NAILS (MIN) IN Jo" OSB SHEATHING. EACH END OF THE STRAP \ REFER TO DETAIL 41S-3.3 �`•� AT EACH TRUSS. WRAP AROUND j FOR SIDING ATTACHMENT L AND NAIL TO WALL TOP PLATE WHEN TRUSS DOES NOT LINE UI' WITH A WALL STUD BELOW. REF DETAIL 41S•3.0 FOR AN ATTACH SB SHEATHING ALTERNATE HOLD DOWN ON T WALL FRAMING / IN LIEU OF THE METAL STRAP, WI Bd NAILS,@ 6" O:C.. h r 1N FIELD & ALONG EDGES. (SPACE NAILS`�� AT 3" O.C. ALONG PANEL EDGES AT ,ENDWALLS) `��,•-,- 2x4 STUDS @ I O.C. 1—TYPICAL HORIZ METAL SIDING DETAIL NOTE: REFER TO DETAILS i/S3.0 AND 3153:0 FOR INFO NOT SHOWN. t plqulnnrrr LOFTED BARN—FLO"RIDA* --MIND- 6^ MPH—F" 47 ••-1 NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 AND S•0.2 FOR ATTACHMEIJ7INFORMATION NOT NOTED ON THIS SHEET. Approved byy PhIlllp E Robbins PROJECT NO: SHEET NUMBER S-304-12 •'• NO.77ZO9 * ? t. STATE DATE: 11-15-2017 DRnwN 6Y:KLN O •; �` OP ¢ y, I.QR{O•s. ` Florida PE 49070 P ,� Q� a4 Weat K CHECKED BY: KLN REVISION: ---- -- _ ngrnnuun�itP Il-.lS•. li Plan O. Dat PER772064 12•'�1-17 . PORTABLEBUILDINGS SCALE:1"=V-0 ---�--- — _-----,.__. ROOF TRUSS -\ Tip' OSB ROOF DECKING 2x4 STUDS (FLAT) @ 16- O.C. TOENAIL TO TRUSS T.C. wl (2) 3" NAILS LOFT ("OSB DE KING CONTINUOUS ALUMINUM Z-BAR / �--LOFT JOIST FLASHINGAT HORIZONTAL SIDING -� JOINT. ATTACH TO DOUBLE TOP PLATE FRAMING wl TA," STAPLES @ 12" O.C. 20 STUDS SIDING (TYP) -_J 16" O.C. METAL ROOFING OVER lie" OSS SHEATHING. REFER TO DETAIL 41S3.3 FOR ATTACHMENT 2x10 TOP PLATE _ (2x4 SOT PLATE) 29 GA, METAL SIDING. ATTACH TO GIRTS PER DETAIL TS-3.3 2x4 WALL GIRT. ATTACH TO EACH STUD wl '(3) 3- RING SHANK NAILS CTYP) 1-TYPICAL END WALL DETAIL 29 GAMETAL PANEL, #10-15 x IV" WOOD SCREW u w' WASHER @ 9- O.C, (ONE SIDE OF EVERY MAJOR RIB) 9" /SPACE SCREWS AT 16 O.C. MAX ALONG PANEL LENGTH. Tid. OSB-1 -/ 2x FRAMING SPACED AT 24" O.C. MAX 4-METAL PANEL FASTENING TO OSB 29 GA METAL PANEL LOFT JOIST A".14 SELF DRILLING' 910-14 x 1Y" WOOD SCREW SCREW w/ WASHER , /- wl WASHER o SPACED @ 24' O.C. �. 3y=•. 3yC f (EACH SIDE OF EVERY MAJOR RIB) ALONG EA SIDELAP -k•-,ice-------,1=,1 SIMPSONWTS16STRAP �r ' wl (7)10d is 1)¢' NAILS (MIN) IN EACH END OF THE STRAP �- AT EACH TRUSS. WRAPAROUND AND NAIL TO WALL TOP PLATE WHEN TRUSS DOES NOT LINE 2z FRAMING UP WITH A WALL STUD BELOW. REF DETAIL 4183.0 FOR AN FASTENING PATTERN AT PANEL ENl71AP ALTERNATE HOLD DOWN OPTION. IN LIEU OF THE METAL STRAP. 29 GA METAL PANEL A'.14 SELF DRILLING SCREW wl WASHER SPACED @ 24" O.C. 9' TYP ALONG EA SIDELAP J 2x4 STUDS @ 16" O.C. 2-TYPICAL VERT METAL SIDING DETAIL NOTE: REFER TO DETAILS 11S3.0 AND 3/S3.0 FOR INFO NOT SHOWN. #10-14 x %Y WOOD SCREW W WASHER @ 9' O,C, (ONE SIDE OF EVERY MAJOR RIB) FASTENING PATTERN AT INTERIOR PANEL SUPPORT 3-METAL PANEL FASTENING TO WOOD FRAMING SCALE =1V" = 1'-0" `TA L- IVO L FTE BARN--F'Ltu%Rl"u"',A--WIND--160 MPH--FBC 2 •,�� NOTE: REFRR TO, FgSTENING SCHEDULEON SHEETS 5-0.1 AND S0.2 FOR ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. Appravbd by Ph13 E Robbins PROJECT NO: SHEET NUMBER IN ' NO•7T209' * C ! * '•, SPATE '' 0 DATE, 11-15-2017 DRawN BY: KILN O '• flDrlda.pE 9070Weather KRng CHE,,ED BY: KLN 1 REVISION: IS-'1% Plan ER172U64 �11177 p�RT SaEILI SCALE: 1°=1'-0 (2)°Yu x6"LAG SCREWSTHROUGH TOP PLATES INTO 4x6 P.T. POST REF DETAILS 31S-3.1 &41S-3,0 FOR ROOF TRUSS HOLD- DOWN INFORMATION NOT SHOWN FOR CLARITY (TYP) IV P.T. PLYWOOD CEILING AT PORCH ONLY. (2) 9;c .x S" LAG SCREWSTHROUGH 4x6 P.T. TOP PLATES INTO POST . ` 4x6 P.T. POST P.T. Ix PORCH BOARDS w/ (2) 3" NAILS INTO CONT. 2xP.T. EACH'FLOOR-JOIST RIM.JOIST •f ' 4x6 P.T. POST -` (6) 3" NAILS (MIN)FROM END JOIST 46 P.T. SKID INTO CORNER POST 1- CORNER PORCH POST DETAIL 46 P.T. POST P,T.1r. PORCH BOARDS — wl (2) 3" NAILS INTO CONT, 2x P.T. _ �� EACH FLOOR JOIST RIM JOIST `� a REF DETAILS 1 & 2153.2 FOR POST BASE —_ ATTACHMENT PORCH VARIES(SEE PLAN) REF DETAILS 3 & 41S-3.0 FOR ROOF TRUSS HOLD- DOWN INFORMATION NOT SHOWN FOR CLARITY (TYP) END WALL P.t 1x PORCH BOARDS wl (2) 3" NAILS INTO EACH FLOOR JOIST' 4x6 P.T. SKID ROOF TRUSS (TYP) LOFT JOIST f (TYP) DOUBLE TOP PLATE EXTENDED TO PORCH POST FLOOR JOIST (TYP) BOTTOM MAYE (TYP) (9) 3" NAILS (MIN) 4x6 P.T-SKID FROM JOIST llil.ti INTO POST �yp�/��� NOTE: REFER TO DETAILS 11S3.2 AND 2153.2 FOR INFO NOT SHOWN. 055.Pi"J"ttoA�' EW l - / NOTE; REFER TO 1133.2 FOR INFO NOT SHOWN. um Rff 2- INTERMEDIATE PORCH POST DETAIL 3- OPTIONAL PORCH SECTION pNf�rluurhr E s°::-� �TE� RN��FL RI — I ®1 MPH--FBC 2017 * ; " NO.772 9 •"; * NOTE: REFERTO FASTENING SCHEDULE ON SHEETS S•0.1 AND ".2 FOR PROJECTNO: SHEET NUMBER ATTACHMEDIT INFORMATION NOT NOTED ON THIS SHEET DATE: 11 15-2017 FAQ S"1'ATC DRAWNSY-, Approved b Phllllp E Robbins KLN 8-302—LB y OOR�pP;�^ FloddaPE49D70 cHECKE6aY: KW �V�llu.�.�u41tPIBn-� Bet PORTABLE B4�_ti�.IL�81i9GS REvlslorl: ther K"In SCALE: 1"-1'�U ROOF TRUSS (TYP) TOP PLATE 1'- WALL TOP PLATE SPLICE DETAIL SIMPSON MTS16 STRAP w! (7) 10d x 1};'• NAILS (MIN) IN EACH END OF TIME. STRAP AT EACH TRUSS. Vie" OSB DECKING. WRAPAROUND TOP PLATE.: REF DETAIL 4IS-3.0 FOR AN �, ALTERNATE HOLD DOWN LOFT JOIST OPTION IN LIEU OFTHE METAL STRAP. ,4L PORCH POST BEYOND. DOUBLE TOP PLATE REF DETAILS ON ` EXTENDED FROM SHEET.S3.2 FOR ^\ BUILDING , ADD'L INFO: • CONT:DOUBLE TOP PLATE VARIES (SEE PLAN) I. BOTTOM PLATE JOINT TREATED 2z4 x 6'•0" LONG SPLICE PLATE CENTERED ON SPLICE, EACH SIDE OF TREATED 4x6 SKID W 2 ROWS 10r1 NAILS SKID @ 4" O.C. STAGGERED 1Ya"-16GASTEEL STRAP. 2-SKID SPLICE DETAIL WRAP AROUND JOIST & -- ATTACH TO JOIST W1(4) 10d X 1)i" NAILS 8"'t"Dlf6s �W tip I ENT EACH SIDE OF JOIST. DOUBLE _ TOP PLATE 13<' - 16'GA STEEL STRAP, WRAP OVER WALL TOP $" NAILS PLATE. PROVIDE (3)Sd ,._ @ 12" O.C. 2x4 STUD NAILS INTO TOP OF PLATE. PROVIDE (5)10d NAILS MIN (END WALL) INTO STUD! SIDE OF PLATE, (2) 2xi STUDS {SIDE WALL) 3" NAILS @ 12" O.C. STAGGERED ' I '• �•.:. ........._ . �'/ STUD NOTE: REFER TO TS3.0 FOR INFO NOT SHOWN. 4-STRAP ATTACHMENT 5=STRAP ATTACHMENT 6-TYPICAL CORNER DETAIL 3- PORCH EAVE DETAIL SCALE = IY2° = r-O" SCALE = u2" jy L(VO LOFTED BARN—FLORCA—WIND-lo I n MPH--FBC 2017% :'%�... ; * N0.77209 1 Yk 1. STATE NOTE: REFERTO FASTENING SCHEDULE ON SHEETS,S-0.1 AND S•02 FOR ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. Approved byy Phllllpp E Robbinn PROJECT NO: SHEET NUMBER DATE: 11-16-2017 ORANN 6Y: KLNO ••. Florida PE 49070Weather �, P /��, King Ob'� CHECKED BY: KLN •�J REVISION: ar ra,wnutnlI- l4" /7 Pla R 72064 12BIf:1-17PORTABLE BUILMNGS ATTACH SIDING TO WALL FRAMING W! Ild NAILS @ 6' O.C. IN FIELD & ALONG EDGES: (SPACE NAILS AT 3" O.C. ALONG PANEL EDGES AT ENDWALLS) CONT. 2x TREATED RIM BOARD ATTACH LOFT JOIST - W/ 3" NAILS Q.6" INTO BRIDGING & (3) 3' NAILS TOENAILED INTO SKID TO TRUSS wi (5) 10d MAILS MIN (3)3" NAILS METAL DRIP EDGE THROUGH FLOOR JOIST (4) T TOE' NAILS ATTACH 70 ROOF BOTTOM PLATE INTO SKID w/ 1"x-i!i° STAPLES INTO EACH STUD _..__. ® tr o.c. l (3) 3" NAILS t 1-TYPICAL DETAIL ROOF TRUSS� �- LOFT JOIST IN•LIEU OF MTS16 STRAP, PROVIDE SIMPSON 0.152 X 6" SDWC TRUSS SCREW (SDVVC15600) OR EQUIVALENT AT EACH ROOPTRUSS. NOTE: REFER TO 31S3.0 FOR INFO NOT SHOWN. 4-ALTERNATE TRUSS HOLD DOWN DETAIL CANT, 2x4 TRTD U BRIDGINGW! z (5) 3" NAILS IN N EACH SKID ? 2-FLOOR JST TO SKID DETAIL NOTE; ALL MEMBERS ARE 2x4 35, MAX %1 ' OSB DECKING. LOFT JOIST SIMPSON'MTS1B STRAP id (7)10d x % NAILS (MIN) IN EACH END OF THE STRAP \ AT EACH TRUSS. WRAP AROUND CONT. 2x4 (RIPPED) / \ _ AND NAIL TO WALL TOP PLATE w/ (2) 3" NAILS INTO — \\\ WHEN TRUSS DOES NOT LINE EACH TRUSS UP WITH A WALL STUD BELOW. SKID REF DETAIL 41S-3.0 FOR AN TOENAIL TRUSS/JOIST / ALTERNATE HOLD DOWN OPTION TO TOP PLATE W! IN LIEU OF THE METAL STRAP. (4)10d NAILS MIN DOUBLE TOP PLATE 3-LOFT EAVE DETAIL DOUBLE ' /— TOP PLATE 2x4 (TYP) -END� 3' NAILS Q ALL HEADER FOR OPENING O OPENINGS UP TO 8'•0", SIDEWALL HEADER FOR OPENINGS UP T04'-O% --_ (1) ZX4, PLAT NOTE: (2)-2X4 w! 7/o' OSB FLITCH PLATE � � SIDEWALL HEADER FOR OPENINGS UP TO G•0". ALL MEMBERS ARE 2x4, UNO (3) 3" NAILS 39' MAX (TYP) STUD DETAIL @ ENDWALL DETAIL -@ SIDEWALL 5-TYP WINDOW FRAMING (2) 2x6.w/ llu" OSB FLITCH PLATE SIDEWALL \® HEADER FOROP FOR OP ENINGS UP TO S•A° NOTES: 1. PROVIDE 2x4 JACK STUD UNDER EACH ENO OF LOAD BEARING HEADERS. NAIL TO ADJACENT STUD PER FASTENING SCHEDULE. NOT REQUIRED AT END WALL OPENINGS. 6-DOOR HEADER SCHEDULE `,' L FTED BARN-FLORIDA-IND 1' I P-®FB 2 Vo� 1�'•ti�cEivsF'2L'': * N0.77209 •': ^� NOTE: REFER.TO FASTENING SCHEDULE ON SHEETS S-0.1 AND ".2 FOR PROJECT NO: ATTACHMENT INFORMATION NOT NOTED ON THIS SHEET. SHEET NUMBER DATE: 11-15-2017 ! STATE Approvod byy PhIIIIP E Robbins O '• ;�� ypP' �� Plorlda PE49070 Weather DRAww BY: -LB �J KLN f�o�r CHECKED 13Y. KLN o. u�annemmp PI — No. Da !�'O4�Y°ABLE BUILDINGS REVISION: SCALE:1"=l'-D f►.-!S;17 PER17206412 47 20 TRUSS 2x4 TRUSS GENERAL NOTES: MEMBER (TYP) MEMBER (TYP) 4�.g>, PLATE TRUSS 2x4 TRUSS z PLATE (TYP) 1. REFER TO SHEETS FOR DESIGN LOADS. �7t)• PLATE (TYP) 7 w ~-'�•�., 2. MAXIMUM TRUSS SPACING a 24" D.C. 3. TRUSS TOP CHORD SHALL BE BRACED MI7 STRUCTURAL WOOD SHEATHING ATTACHED DIRECTLY TO TRUSS MEMBERS. \ + _SEE NOTE 10 SEE NOTE 10� _ 4. ALL TRUSS MEMBERS ARE TO BE SPF 42 OR BETTER. .................. - �i_ _— i ..._..._...�.....- --- ------ 5, TRUSS -PLATES ARE TORE A MINIMUM OF 20 CAGE (MT20) 1 F-2° HYDRAULICALLY PRESSED IN PLACE EACH SIDE OF TRUSS. 5. REACTIONS DUE TO WIND ARE BASED ON MWFRS END ZONE MAX REACTIONS MAX REACTIONS PRESSURES. INDIVIDUAL MEMBERS DESIGNED FOR ZONE 2, HORIZ: 122 LBS. HORIZ: 125 LBS. COMPONENTS AND CLADDING WIND PRESSURE. NET UPLIFT: -185 LBS. NET UPLIFT: 970 LBS. GRAVITY: 252 LBS. GRAVITY: 352 LBS,. 7. DEFLECTION MEETS L/2401IVE LOAD AND L1180 TOTAL LOAD, 8' WIDE LOFTED BARN TRUSS IT-2"WIDE LOFTED EARN TRUSS, S. LOAD DURA'110N ADJUSTMENT FACTORS: LIVE; 1.25 WIND: 1.60 9. REPETITIVE;MEMBER INCREASE:1.15 2x4 TRUSS MEMBER (TYP) 10. HORIZONTAL THRUST IS TO BE RESISTED BY LOFT JOISTS. 702' /� Pxj ATEUSS (TYP) REFER TO SHEETS S-2.0, S•2,1. AND S•3.0 FOR LOFT JOIST SIZE, •`'"•� / AND ATTACHMENT INFORMATION. c N01 0 �Oyyyy SEE NOTE 10 _ _ - OV EW 10'-0^ I_ MAX. REACTIONS" HORIZ: 121 LBS. NET UPLIFT:-238LBS. GRAVITY: 315 LBS. 10.' WIDE LOFTED BARN TRUSS �puntrrrre ° E s LOFTED BARN—FLORIDA—WIND=160 MPH--FBC 2v'17 S*?' NO.77209 °; kG PROJECT NO: SHEET NUMBER * DATE 11-15-2017 STATE Approved by Phllllp E Robbins 5 3 LB , Florida PIEE4400070 DRAWN BY: KLN co m ^•�' (ORtQ . ���� �� /�tr ^ 9 y��« gg p Weather" ^® j� p3&� CH--CKED BY: KLN e. +nmenronnr� PIaPER172064 1 1l'1-1-1 L"ORTACtrMsE BUIILDI.Nas REVISION: _ — SCALE: NOT TO SCALE REFER TO DETAIL 5 ON S)IEET S3.1 FOR STRAP ATTACHMENT.(TYP) %, -16 GA METAL BRACING STRAP (NOT REQUIRED FOR WALLS SHEATHED WITH WOOD SIDING OROSS SHEATHING). (TYP) ROOF TRUSS — 2x4 STUDS @ 16- D.C. $' WIDE FRONT ENDWALL THE TOP PLATE )M THE SIDE WALL :R THE END WALL PLATE EACH CORNER. DOUBLE TOP PLATE - REFER TO DETAIL 4 ON SHEET S3.1 FOR STRAP ATTACHMENT. (TYP)' 2x4 STUDS @ 16' O.C. ROOF TRUSS REFER TO DETAIL 5 ON SHEET S3.1 FOR STRAP DOUBLE TOP PLATE ATTACHMENT, (TYP) 1Y4" -16 GA METAL OPTIONAL WINDOW BRACING STRAP 36• WIDE MAX (TYP) (NOT REQUIRED FOR WALLS SHEATHED WITH WOOD SID114G OR 088 SHEATHING). (TYP) ATTACH STRAP TO EACH STUD W1'(2) 8d NAILS MIN. (TYP) LAP THE TOP PLATE FROM THE'SIDE WALL OVER THE'END WALL PLATE AT EACH CORNER. REFER TO DETAIL 4 ON SHEET$3.1 FOR STRAP i ATTACHMENT. (TYP) - ROOF TRUSS REFER TO DETAIL 5 ON --2x4 STUDS @ IS' D.C. SHEET S3.1 FOR STRAP ATTACHMENT. (TYP) DOUBLE TOP PLATE 1Ya- -16 GA METAL BRACING STRAP (NOT REQUIRED FOR WALLS SHEATHED - WITH WOOD SIDING OR OSB SHEATHING). (TYP) i B'•0" MAX -.OPENING ATTACH STRAP TO EACH i STUD Wl (2) 8d NAILS MIN. -/ (TYP) 2x4 STUDS @ 16' O.C. REFER, TO DETAIL 5 ON SHEET 83.1 FOR STRAP ATTACHMENT. (TYP) �ee R'Fg� 1)0- 16 GA METAL t'3yti'3pROVED 6`O' f BRACING STRAP FOR �� (NOT REQUIRED WALLS SHEATHED -- WITH WOOD SIDING OR OSB SHEATHING). (TYP) ATTACH STRAP TO EACH STUD Wl(2)8d NAILS MIN. (TYP) 11'-2" WIDE FRONT ENDWALL (10' WIDE SIMILAR) LAP THE TOP PLATE FROM THE SIDE WALL OVER THE, END WALL PLATE AT EACH CORNER. REFER TO DETAIL 4 ON �-- SHEET S3.1 FOR STRAP / ATTACHNIENT,(TYP) TRUSS DOUBLE TOP PLATE \ LAP THE TOP PLATE X \ - FROM THE SIDE WALL OVER THE END WALL PLATE AT EACH CORNER. REFER, TO DETAIL 4 ON rSHEET S3.1 FOR STRAP f ATTACHMENT. (TYP) 8' WIDE REAR ENDWALL 11'-2" WIDE REAR ENDWALL (10' WIDE SIMILAR) ��� LOFTED'BARN—FLO I A®I-1 MPH--FBC17�t�,` e's A ;' N0.77209 't *�� PROJEfTND: SHEET NUMBER DATe: r11-15 2017 STATE p •, o OF (, • A lovod 61 pP // Phnllpp E Robbins Flat)da PC�t90�7/0 I JJA�.(.-Ls..-. Weather KingDRAWN ,/�'q�!�, 2—LB BY: KLN CHECKED BY: KLN ����t1Ojpj1t9t11-15-17 p q PI PER172064 7Z2}7'1-17 PORTABLE BUILDINGS SCALE:NOT TOSCALE REVISION: J OSB DECKING W/ ASTM D3161 CLASS FOR ASTM 07158 CLASS H ASPHALT SHINGLES OR NOTES FUR METAL WALL ROOF P _MEL$: ' 29-GAGE METAL ROOFING 1) METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY SHOP BUILT TRUSS @ 24" D.C. I (REF NOTES) SHALL BE ATTACHED TO OSB WALL SHEATHING PER SEE SHEET S2.3 FOR —\ DETAIL 4 ON SHEETS-3:3 AND DETAIL 1 ON SHEET S-3.4. ADD'L INFORMATION. -., / %e OSB DECKING 2) METAL WALL PANELS WITH THE RIBS RUNNING VERTICALLY @ LOFT AREAS. SHALL BE ATTACHED TO 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 EAVES SHALL BE ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEETS-3.3 4) METAL PANELS ATTACHED TO OSB DECKING SHALL BE ATTACHED AND GABLE ENDS. REF. DETAIL 3/S-3.0 (TYP) IN ACCORDANCE WITH DETAIL 4 ON SHEET ".3 {\ 2x4 STUDS @ 16" O.C. PROVIDE DOUBLE fn \: 2.4 LOFT JOIST STUDS AT WALL SIDING \ @ 24" O.C. �/ VERTICAL SEAMS fy'Ti-t1 SIDING, `7 YJ" LP SMARTSIDE PREOISION SERIES i \� DOUBLE 190 SIDING, OR TOP PLATE %" TREATED PLYWOOD OR 29 GA METAL SIDING - PERFORMAX 500 FLOOR (REF NOTES) DECKING. �d�ro (4) 4X6 TRTD SKID - 1 V-27 \ 2x6 TRTD FLOOR JOISTS @ 16" O.C. MAX l l'-2" WIDE a NOTE: REFER TO FASTENING SCHEDULE, ON SHEET.S'S-0.1 &S-0.2 FOR MEMBER ATTACHNIENTS.UNLESS NOTED OTHERWISE. BUILDING SECTION °J'N11 r' OrOOQr �FTE BARN--F'.....',',.'RIDA--WIN.L)=1602017 :v�GENs•.'ti * ; Nd.77209 ; ,y PROJECT NCr. SHEET NUMBER DAM: 11-15-2ov SLATE Appr0y0d ida PE 4007006litna O .. �'� � ¢,•'. $� .Florida PE-40 Weather"' Cr DRAWN BY. KLNging OHECKFDBY: KLN r"rrr++minu"`tl-tS-)% planPORTABLE12-71-17 PORTABLE BUILDINGS G RevsloN: SCALE: 114"=V-0" 1fa" OSS DECKING W/ ASTM D3151 CLASS F OR 7iw" OSS DECKING W/ ASTM D7158 CLASS H 29-GAG TSHINGLES OR SHOP BUILT TRUSS @24" O.C. 29-GAGE METAL ROOFING SHOP BUILT TRUSS 24" O.C. (REF NOTES) ASTM D3181 CLASS FOR ASTM D7158 CLASS H ASPHALT SHINGLES OR 29 GAGE METAL ROOFING SEE SHEET S2.3 FOR --.� SEE SHEET@S2,3 FOR (REF NOTES) ADD'L INFORMATION. DECKING \ ADD'L INFORMATION. \ OSI3 @ t ' ODECKING LOFT r AREAS. \ _ FTAREAS. @ LOFT / � j PROVIDE CONT. METAL h DRIP EDGE AT EAVES / AND GABLE ENDS. PROVIDE CONT. MEAL _ DtIP'EDGEAT EAVES REF. DETAIL 3/S•3.0:(TYP) r AND GABLE ENDS. REF. DETAIL 318-3.0ITYP) fj 2x4 STUDS @ 10" O.C.--------- ` PROVIDE DOUBLE 2x4 STUDS @15.O.C, PROVIDE DOUBLE o I 2x4 LOFT JOIST STUDS AT WALL SIDING iv `` 2x0 LOFT JOIST Q 24" O.C, r STUDS AT WALL SIDING VERTICAL. SEAMS \ @+ 24" D.C. 3'e" T7-11 SIDING, \ ^/" T4.11 SIDING, / VERTICAL SEAMS ro ire" LP SMARTSIDE k %" LP SMARTSIDE _ PRECISION SERIES 000BLE 1c PRECISION SERIES DOUBLE 190 SIDING, OR _ TOP PLATE Vie" TREATED PLYWOOD OR 190 SIDING, OR TOP PLATE 29 GA METAL SIDING PERFORMAX'500 FLOOR 29 GA METAL SIDING We TREATED PLYWOOD OR (REF NOTES)) �� DECKING. (REF NOTES) PERFORMAX 500 FLOOR DECKING. (2) 4x5TRTD SKID -/3 5'-4" t54 I 2x4. TRTD FLOOR JOISTS \ 15" O.C. MAX (2) 4x8 TRTD SKID 2xo" TRTD FLOOR JOISTS !! -��_ 1p�.p" @ 18" O.C. MAX f 8' WIDE 10' WIDE NOTES FOR METAL WALUROOF PANELS: - 1) METAL WALL PANELS WITH THE RIBS RUNNING HORIZONTALLY SHALL BE ATTACHED TO 050 WALL SHEATHING' PER DETAIL 4 ON SHEET ".3.AND:DET'AIL 1 ON SHEET S-3A, 2) METAL WALL PANELS WITH THE RIBS :RUNNING VERTICALLY t SHALL BEA17ACHED TO 20 GIRTS.IN ACCORDANCE WITH GS ><� DETAILS 2AND 3 ON SHEETS-3.3. V? 3) METAL PANELS ATTACHED DIRECTLY TO WOOD FRAMING L� �g�ctg p� 0.+§,: SHALL BE. ATTACHED IN ACCORDANCE WITH -DETAIL 3 ON SHEET S-3.3 4d60a:'/R - NOTE: REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 8 S-0.2 ' 4) METAL PANELS ATTACHED TO OSB DECKING SHALL BE ATTACHED FOR MEMBER ATTACHMENTS UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH DETAIL 4ONSHEETS-3.3 BUILDING SECTIONS ...:.<<;N��ro.,, O E� BAPH""I"M'--F'IfW"'Rlru*�'A--WINLJ--IUO..V,�Etis...--E 17 * : fJo.77209 * c AppmvOd by Phi11i E RobblOs FFId by PEj9070Weather Ka PROJECT NO: SHEET NUMBER 8-2.0-Lo * O • •. SST ATE � •• � dR10Pr �� �� '•�... .: ��Q DATE: 11-15201T DRAvvN BY: KKLN CHECKED BY: LN °nu,,,,ann"��•!�-17 _®/"^"`Y ! W pv"`.." wanan o pp 11�� PORTABLE RUM 'REVISION: PER172064 7�7'I-17 -DINGS SCALE:1/4„_1141 20'.0" MAX LENGTH (10'-0" WIDE) _. ---" ---� 164" MAX LENGTH (8'-U° WIDE) Iy m RIDGE O m t 7 z j \� SHOP -BUILT. ROOF TRUSSES AT 24" O.C. REFER TO SHEET S-2.3 ROOF FRAMING PLAN FASTEN ROOF SHEATHING TO FRAMING AT 4 INCHES O.C. AT EDGES AND IN THE FIELD WITHIN iH _ END STRIP AT EACE•I ENDWAU_. REFER TO FASTENING SCHEDULE FOR ADDITIONAL. INFORMATION. FASTEN ROOF SHEATHING -TO FRAMING AT 6 INCHES O.C. AT. EDGES AND IN THE FIELD, UNO. REFER. TO FASTENING,SCHEDULE FOR ADDITIONAL_ INFORMATION. 3'•0" VARIE9 0; I T 'f ROOF SHEATHING DIAGRAM Or((�����'a.J LOFTED BARN®FLORIDA--WINL')--160 MPH --FRG 20n7 ,Jv�GEllts•,'2�' �.. •" N0.77205 * PROJECTNO: * ° SHEET NUMBER DATE • 1,1-15-2017 ApproJ �Phillip PI�JD- ' �E0R�,nbbina DRAWN FtoAIzPE-4007D CHECKED BY;. Weather V. I ►5-1 P)aPER1T20,64 92 1-17 � RT BL BUILDINGS REvisloN SCALE: NOT TO SCALE 32'-D' MAX LENGTH fig OUTSIDE 4x6 TRTCl SKID INSIDE 4x6 TRTD SKID OUTSIDE 4x6 TRTD SKID SATED FLOOR JOISTS @ 12- O.C. (SPLICED JOISTS ARE NDT PERMITTED) LOFTED BARN w/ ROLL -UP DOOR FLOOR. FRAMING PLAN (OPTIONAL) .0ti}. LOFTED BARN—FLORl"fin -- NIND=16 MPH--FBC 2017 60 ,+Y : GEM' ''•. I/�• * , No.77209 _ PRWEcr NO: SHEET NUMBER • * DATE; V � _K'.Inglc.)C,,,KE,,Y: 11-15-201T Approved by Phlill E Robbins �iO • 'SZORIPP:. `,,� . Florida pE.9_ 070 + DRAISN BY: KKLN LN �— 1.4— L�,c�ffpQ"u/^:-Weather �rrrrhnrtne� �� LZ Planan No.7 ' PER172064 4-li-17 PORTABLE BUILDINGS REVISION: SCALE: NOT TO SCALE 3X-0' MAX LENGTH tAQ1 !11 � OUTSIDE 4xG TRTD SKID INSIDE U6 TRTD SKID OUTSIDE U6 TRTD SKID FATED FLOOR JOISTS C 16" O.C. MAX. >TS.ARE.NOT PERMITTED) DELUXE LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL) .�>>,J; `"�� -- LIFTED BARN--FLOR1DA--WIND-1-ol, Q MPH--FrB0% 2017 • * !'• NO.77209 ; } �' ' * STATE : •' �ZORIO �' �' Appmyed by Phillip E Robbins Florida PE-49070Weather Kmg CAS PROJECT NO: SHEF_T NUMBER —1 3®LB DATE: 11-15-2017 DRAWN BY: KLN ED CHECKBy! KLN ,, + �o .�J B/ • e REVISION: ��yeuu,unaa� 1.t-15-17 PIaR o.. : PER172064 Pt11.17 . PORTABLE BUILDING SCALE: NOT TO SCALE. 32'-V MAX LENGTH (11'-2' WIDE) 20'-0" MAX LENGTH (101-0- WIDE) _ '- TREATED RIM JOIST (TYP) OUTSIDE 4x6 TRTD SKID �- (REO'D FOR 11'-2" WIDE — -- — BUILDINGS ONLY.) � I• ? \ INSIDE 4x6 TRTO SKID O � at 4 -- — _7 OUTSIDE *6 TRTD SKID (REO'D FOR 1P4' WIDE Ilk— / BUILD)NGS ONLY) ` \ 2x4 STUD WALL \ 4x6 TRTD POST ABOVE_ (TYP) CONT. 2.4 TREATED FLOOR JOISTS @j 16' O.C. MAX. (8- WIDE) ABOVE MP)/ 1 CONT. 2x6 TREATED FLOOR JOISTS @ 16" O.C. MAX (10' & 1 V-2" WIDE). S-32 5 3.2 SPAN OF (SPLICED JOISTS ARE NOT PERMITTED) 12'-0" MAX PORCH PORCH DECKING CKING SIDE LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL) mcukANT t��iud4nrgrr ° J E sF: � LOFTED BARN—FLUO"'RIDA—WIND160 MPH--F'o017 ``,k ; No.77209 * PRQIECr NO: SHEET NUMBER s k 3 Q STATE e' p DATE: K N52017 S-1.2-LB Approved byq PNIIII E Rubbles [)MVM 6Y: •� RtOP'�� . Florida PE-40070 rung r'" CHECKED BY: �4 •••• �, POR TABLE �s-r ,a� aesr �t e s e �e e��p � - aEw51aN: SCALE: YOT TO SCALE rnhquuNrrrtfl ,.f5^17, Plan No. at 7 _ r Ria ICK BLE BUILDINGS G5 c E �5 2 a o 20'-v MAX LENGTH (10'=O" WIDE). 4'-T' OR 6-0" PORCH 2x4 STUD WALL _ TREATED RIM JOIST ABOVE (TYP) ` 53.2 I II SPAN OFTRTD PORCH DECKING 7 I i \ / CONT. 294 TREA- ED FLOORJOISTS Q 16' O.C. MAX. (0' WIDE) 4x6 TRTD POST, \�- CONT. 2x6 TREATED FLOOR JOISTS_@ 16" O.C. MAX (10' & 11'-2' WIDE) ABOVE (TYP) (SPLICCD JOISTS ARE NOT PERMITTED) , 1 5-32 TYP LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL) \ OUTSIDE 46 TRTD SKID (REO'D FOR 1 V-2" WIDE BUILDINGS ONLY) / INSIDE 4x6.TRTD SKID l OUTSIDE 46 TRTD SKID (REO'D FOR 1 V-2" WIDE BUILDINGS ONLY) �"tt'Ar, V, 4"1-0 ,, - LO%FTEu BARNFLORIDA-WIND=160�- MPH--FBC 2017 t' .�vc- S� �vv • *. r NO.77209 STATE OF ''+, • ,<ORiPP`' •``�� Approves by Phillip E Robb Ins FlOrirla PE-40070 Wealther PROJECT No: SHEET. NUMBER m o DATE' 11-15-2017 DRAWN BY: KLN cNECKEO BY: KLN �• REVISION: ��uer.nunt'i1. .. „ t,l-lS-►] hlan pER172 ' POR'� 13LE BUILDINGS SCALE: NOT TO SCALE 32'-O" MAX LENGTH (11'-2" WIDE) 20'-0" MAX.LENGTH (10'-0" WIDE) 16b0" MAX LENGTH (8'-0" WIDE) �. OUTSIDE 4z6 TRTD SKID - (REO'D,FOR 11'-2" WIDE; BUILDINGS ONLY) � 'qn INSIDE 4x6TRTOSKID N OUTSIDE 4x6 TRTD S(QD UIRWIDE BUILDIN SONLY) TREATED RIM JOIST CONT. 2x4 TREATED FLOOR JOISTS @ 16" O,C. MAX. (8' WIDE) (TYP) CONT, 24 TREATED FLOOR JOISTS @ 16" O,C. MAX (10' & 11'-2" WIDE) )'�" tg;1 (SPLICED JOISTS ARE NOT PERMITTED) alR1 ROVED mum off TYPICAL. FLOOR FRAMING PLAN ®mFLRDA UIND 1�0 Mfr"6H--FBC 17L FED BARN No.77209 * = PROJECT NO: SHEET NUMBER w EDATE 11-11*2111 Approved Ny Phllllpp E RobbinsFlorida PE 49070 :� DRAWND KLNC�b c1i�cKeo sY: ICLN her'Wina-g' Plen o. Dat; PORTA 3LE BUILD �`, REVISION: SCALE: NOT TO SCALE PER172064 12-�1-17 FASTENING SCHEDULE (CONT.). :f.' LP SMARTSIDE PRECESION PANf1 (1R t. NNLS SPACED AT 6 BLCHr'SAT INTERAIEEJIATF. SUPPORTS WHERE'£PAWMIF. 41f IN(O(EHOR MOfiE. NAILS FOR IYAU. Ekt6ATHINONiEFERM1RF111p RE COMMON, Box, OROASMC. h. WW--REA RAFTER 19 FASTEIIED TO AN AOJACENf PARMD:EL CERINC JOIST INAUXADANCC: WRI) TI RS=11DDLL' AND THE CEII 111D JUST IS FA3IENEDTD T11111OP PLATE IN ACCOROANCEWDHTHI SCIB:OwI . INFIiUM0ERor TCENAD5 IN7µERAFTEY.SRN.L BE PERMITTED'TO BE REDUCEDBYOUrfW N E N° s �� L RIB ®WIND Q MPH--FBC �17LFT� * , N0.77209 -k RROJECTNO: SHEET NUMMER 3 STATE '4r0�� 4 ''r.r,`r�rLnuOOmRFmtOinP•"••l`•' 1-`�I�Sc o-f.7 bip�o Gam — DATE: 11-152017ApPr6voddPlip E obbIs DRAWN BY: FlDriapE48070 Ki"Mg CHECKEDBYKLN KLN Weather 8-0.2—LB Plano P172064 *41-17 PORT P�K E RUILDIINGS, REVISION: SGILE:NONE FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENT I NUMBER AND TYPE OF FASTENER I SPACING AND LOCATION ROOF FRAMING 1. BLOCKING BETWEEN CEILINGJOISTS OR RAFTERSTO 10? PLATE OR OTHER FRAMING, 3- lad BOX(3'x M121') 3-3`.0.131'IN.09 EACN ENO. IUENNL _. _. _.__......... .. .... 7 -3-14 GAGE STAPLCS, xe CROWN. 7-RIACKINC.HMVIrCNRArTERSrIXATTHEW<J,L.nlP .......... _.. ... �.. EACH END. TOENAIL P.: IN COMMON 12yx'.0.131') 2W.O.I31•:JABS 2-Tl•IGAGESTAPIES FIATE. TO RAFTER. 2 _ 101 COMSION W17,t 0.1GrI 3. 7.0.131` NAILS 3- W IS GAGE STAPLES -------_--•_ EI4EI UAL COLLAR TIE TO RAFTER REFERENCE SHEETS S-2.0 AND S•2.1 FACENAIL 3-IN CoM'AON(i .O.MB') RAFTER TO TOP PLATE. 3. 1Ed BOX(V-'s 0,13S) 4. 7PJ BOX (T t4'I28') 4 , 3'x0:13I'fJA1LS n TOENAIL ........ 4 -3` i4 Glt'.ESTAPLES,%cROWN ........ ..... .._.__........._..... :..,....._._..___............_.._....__ S • 0.1 COMSION j23j z 0.131'1 CEILING JOISTS TO TOP PLATE 3-10d BOX(T x GAINT) 3 -3' L 0,131• NAILS EACH IO{ST.TOEJ4AIL 3-3' i4 (tgOE SinPLEO, %M CROWN `.WALL FRAMING�V- ^~� led COMGla l IV,,'. D162-)74' GC, FACE NA0. STUD TO STUMINCIT AT HRACFJ) WTI, PANFLS) lad BOX (3'x 0.12E') -_-- 3' A 0.f31• NAIS 10' O,C. FACE NA0. 3 -3. 14 GAGE STAPLES IFNI CONMOl1 (?Jj-x O,IfiT) IV O,C, FACE NAIL. STUD 5TUDT WkLCORNER$( TBRAC NG DWAIJ.OANEINrERSECTTNG V2ALL CORNER3(AT BRACED VJAII.?AeJ0.5) ...... --_..__ .... .- -- 12'O.C. ('ACE HAR 1rxl EOX (Sli xn.itr� -•---------_ _______. 3-"r 14 CIA(ihNAILS 3 •;Y_ ..GUTAJ'I1-3. �e iJ1DNN 4'Od C.0).7f.ON T2Y'x0.131'1 4_ 10RIBOX (3•.0.12E•)- 12'OG FAGFNAIL CONTINUOUS HEADER TO STUD - TOENAIL Ind COMMON (3 ,0,10T) IVO.C. FACE.NAR TOP PLATETO TOP PLATE Iod BOX 13'. 0.128') 3•.0.131• NAILS 3. 14GAGESTPPLES.%:CROYJIi 12.0:G FACE NAIL .•____ .-__- FASTENING SCHEDULE (CONT) DESCRIPTION OF BUILDING ELEM1AENT NUh48ER AND TYPE OF FASTENER SPACING AND LOCATION WALL FRAMING (CONT.) 8-IEd COMMON I' D,1B2') -•- TOP PLATE 70 TOP PLATE. AT END JOIN IS 12. 10BOX N-x U.12T) EACH SIDEOpENO JOINT, FACE N40. ...____..._•_.__�.__.... ... .. .........._..._____ 12 •Txd O.131.1111LS 12•T 14 GAGE STAKES, le CROWN 64NIMUM Zr LAP SPLICE LENGTH FAIk1S(OK OF Min JOINT) ...... __..... _..... ........ ,......,.......... -• led COMIAGN Illy x0.16T) _ tB' OF. FACE NAIL _._..._.._.........._._. 00110,IFIATe T'O101STi RL%TJOIST,OAND.IMT,OR _.._.,_. .,, _.. ._...._._ ___._.... 10tl EO%ty>'x D.13S) BLOCKINO (NOT AT BRACFA WALL PANELS) 3' x0.131' NAILS 3* 14 CAGE STAKES %e CROWN 1: O.C. FACENAIL BOTTOM PLATE TWOBIT, RIM J013T. BAND JOIST, OR 2-tad CCmY.ON tWx 0.102y 3.18d BOX(3%'x0.133') „__•�-_ •- BLOCKING (AT BRACED VlAI,L PANELS) A.Tx0,137'NAES 7S'O.GPACNNAIL J- 3`I4 GAGF.11lAP1ES.% CROWN 4- Ed COMMON W2'. 0.131'1-^--'___�_._ 1. 10I BO%f3'..0,129 1 1-Yx O.I31-HNLS TOENAIL 4.714 GAGE BTAPLEfl.?,• CROWII STUD TO TOP OR BOTTOM PLATE 2-IEd D3') -jTx ,I2&'j 3.-04 BCOCXA` 3-NAILS -NAILS FrIDf4AIL. 3. 3' 14 CAC-GTAA F.S, Me GROWN 2-IEd COM_'4D11 (3igx 0,1S2y _-� TOP PLATES, IAISATCORNeRS'ANU INTERBECTIO!19 S-IW BO%jJ'.U.1'sCl 3-Tx 0.131•N.ALS FACE NAIL .�..�._._.._-_�._..,_ 3-3' 14 GAGRSTJRFS.%,.- CROWN -_ .FLOOR FRAMING -•-__�_-_y_ 3• Raw RIE•x0.131')�--_ JOISirosKm � gy (,} lY'}F`k l C,aN T}•- J•IM1 gDA13'`,0.12e'1 3 3'x01 1 (JAILS 3 3' I4 GAGE STAR ES Xe CROWN TOENAIL j(63�1('yd'3i(aP'j(L,dB 3'x0171 NAl3 '24'O.C. PACEILAIL.\TTOP AND BOTTOM T 14 CAGE STAPLES. �J.I CROWN -_-_ STAGGERED ON OPPOSITE SIDES BthlT•Vp DEAMS ---___ ANU: ___.'_'.._.__"'___.�_ 3. BOX(Tx0.772) .S • 3'. Tx 0131rNNlS ENDS AND AT EACH 3N.K1E FACE NNC 7-3' 14 GAGE STAPLES. �e CROWN 3-19d f:OM00N (3vx 0.IG2•) 50197 TO BAND JOIST OR WTd J013T 0 • 11A1 CO%(�'x0.lze) 4.3' x 0.131'NA7S END NAIL 4-3714 GAGE STAINX3. die CROWN Lu"'%FTEu BARN-FLORIDA-410--1 MPH-- FB2017 _� yk N,o.77209 * �_ E PROJECT NO: s SHEET NUMBER STATE DATE: O OF P �: APProved by Phillip E Robbrns I 1-15 2077 '•,CpR�ts,,, .F(otldPE•A9_ p70� Weather DRAWNOY; KLN8-0.1LB 6VAng CHECKED BY: KLN ' rF2jrr4nmpuo7rl, 1S• i7 Plan No. Dai � � REVISION: PER172064 'Wqq .17 PORTABLE BAIL I SCALE: NONE. } WEATHER KING PORTABLE BUILDINGS DESIGN CRITERIA: 760 WESTBROOK ROAD 1. RISK CATEGORY I HICKORY, KY 42051 2..LNELOOR: 40 PSF LOFT: 10 PSF ROOF: 20 PSF GENERAL NOTES: 1.. STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 10, ALL ROOF DECKING IS TO BE 71, O.S.B. ITEMS BY OTHERS: 3. DEAD LOADS: THE 2017 FLORIDA BUILDING CODE (FBC). THE FOLLOWING ITEMS MAY BE SUPPLIED AND FLOORr 4.PSF 11. ALL SIDING IS TO BE TREATED Tt-11, LP SMARTSIDE INSTALLED BY OTHERS. THESE ITEMS MAY BE ROOF: 6 PSF 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN PANEL, OR 29 GA METAL SIDING. SUBJECT TO LOCAL JURISDICTION APPROVAL. WALLS: 3 PSF ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF WEATHER. KING PORTABLE BUILDINGS IS NOT ' MANUFACTURE. 12. ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED RESPONSIBLE FOR THESE ITEMS. 4, WIND LOADS ARE BASED ON THE FOLLOWING: SYP 42, OR BETTER. ULTIMATE DESIGN WIND SPEED: 3. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. 1. THE FOUNDATION AND TIE=DOWN SYSTEM (2017 FBC FIGURE 1609.3(3)) 13. ALL UN -TREATED WOOD FRAMING IS TO BE TO BE Vult =160 MPH 4. STRUCTURES.ARE CLASSIFIED AS "MINOR STORAGE SPF tl2 OR BETTER,, UNLESS NOTED OTHERWISE. 2, RAMPS, STAIRS, AND GENERAL ACCESS NOMINAL. WIND SPEED, Vasd =124 MPH FACILITIES- (RISK CATEGORY I). PER TABLE 1604.5 AND RISK CATEGORY 1 SHOULD NOT BE USED FOR HUMAN HABITATION. 14: ALL FLOOR DECKING IS BE b/�' TREATED PLYWOOD 3. ELECTRICAL SERVICE HOOKUP EXPOSIJRF. CATEGORY C OR%a" PERFORMAX 500 FLOOR SHEATHING, FLOORING 1Nl ERNAL PRESSURE COEFFICIEN'P: 5. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A CLOSER THAN 18 INCHES TO EXPOSED GROUND SHALL py�0 gy,, }fix Otri'q '�`d GCpi - 40.18 3 SECOND WIND GUST OF 169MPH FOR RISK CATEGORY 1 BE OF NATURALLY DURABLE OR PRESERVATIVE- TREATED COMPONENTS 8 CLADDING: STRUCTURES PER FIGURE 1809.3(3) OF THE 2017 FBC. - WOOD IN ACCORDANCE WITH 2304.12.1.1. _Tress° p„nrn`umdv �as b. 0APPROV F,Csategi;t,rorectunuo i EFFECTIVE WIND AREA, Ae=10!-T' 6. SIDING, FASTENERS SHALT_ NOT BE INSTALLED IN PANEL SIDING Aa#0" ja jc, Codal Mb A j .' ROOF•ZONE 1 - 19.3, -30.6 PSF 15. ALL SKIDS ARE TO BE 4x6 PRESSURE TREATED, Ault w, to I- Rw6w.rlaq nnrc+a. i(Y ROOF•ZONE 2. 19.3, -53.3 PSF GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING RATED FOR GROUND CONTACT'. .O*gguu�un '4 - ROOF-ZONE'3. 19.3, -78.9 PSF GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL WALL•70NE 4 = 33.5, -36.3 PSF 16. REFER TO THE SUPPLIED FASTENING SCHEDULE FOR A(rpk:m.�.:+ Cw�f WALL -ZONE 5='33.5, 44.0 PSF 7. STRUCTURES ARE DESIGNED FOR LOCATIONS THAT'ARE NOT FASTENING BASED ON CONNECTION AND LOCATION OF yy„N, ,�„ . • ,/be •r Jvff IN FLOOD HAZARD AREAS_ STRUCTURES SHOULD NOT BE MEMBERS AS PER THE 2017 FLORIDA BUILDING CODE ' t EFFECTIVE WIND AREA, ho = 20 FTC iBaF.`.aurm.c',7+'i�6lx+tas+r.Fd USED IN OTHER LOCATIONS. TABLE 2304.10.1. UNLESS NOTED OTHERWISE. A�(%,`ac @3PC.aG$6#a»$G5. l�tfin 4!. � � ROOF -ZONE 1 = 17.6, -29.8 PSF ADO. cna, .;aw- �19 is9Pa5'pEbL3#1C8 �t4B49�a ROOF -ZONE 2 = 17.6, -49.0 PSF 8: IN ACCORDANCE WITH FBC 1609.1.2, STORAGE SHEDS NOT 17. ALL EXTERIOR NAILS ARE TO BE ZINC COATED. A�Argral �i^e r 7 -? ssYC 13l 1a, t{y_ ROOF•ZONE_3 = 17.8, -73.7 PSF DESIGNED' FOR HUMAN HABITATION WITH A. FLOOR AREA Naal ad# 1`"i' ag WALL -ZONE 4 = 32.0, -34.8 PSF OF 720 SQUARE FEET OR LESS ARE NOT REQUiRED'TO COMPLY 18. STRUCTURES SHOULD HAVE 30 YEAR RATED ASPHALT r mix M'r•`"' "' ` '•. ?' K,N �) WALL -ZONE 5 = 32.0, -41.8 PSF WITH THE MANDATORY WINOBORNE DEBRIS IMPACT STANDARDS SHINGLES CONFORMING TO ASTM 133161 (CLASS F)t. F Eo OF THE 2017 FBC. OR ASTM D7150 (CLASS H) OR 29 GA METAL ROOF PANELS. �°' 6inle a r "Oft 6' WIDE ROLL UP DOOR: 9. IN ACCORDANCE WITH FBC 1010.1.1, BUILDINGS THAT ARE 400 19. ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO DESIGN PRESSURE 5 +'30,4,. -33.2 PSF SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN TO RESIST WIND LOADS. ANCHORING OF THE BUILDING IS NOTE: C&C WIND PRESSURES SHOWN MAY BE CONJUNCTION WITH ONE- AND TWO. FAMILY RESIDENCES SUBJECT TO LOCAL. JURISDICTION APPROVAL_ REDUCED FOR LARGER AREAS AS ALLOWED ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE 2017 FBC, BY CODE. 5, COI4STRUCTION TYPE: V-B ,`oJ`NrLnINOrh,',,,'4 LOFTED BARN-FLUR"IDA-WIND-160 MPH--FBU'017 ,� :GEIVS *„• L4O,77ZO9 *Ss PROJECT NO: _ SHEET NUMBER \ DATE: fl-15-2017 �SO1: STATE Approved by Ph(IIIpp E RObhlns DRAWN BY: KLN 8-0-LB '•c�OP10P' Florida PE 49070W eatl ,,`,p © p ,Q�yQg/'' CHECKED.BY: KL'N i yrrrtOuu�p PIaPER172004j�92y-Lt7µh47 �*ORTABLE BUILDINGS REVISION' SCALE: NONE it �s- r? _ __._