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Home My WebLink AboutROOF FRAMING PLANPSI APPROVAL 2017-11-30 ROOF SHEATHING: DESIGN PRESSURES - D4 LAP ALUMINUM SIDING - (OPTIONAL) J" COX PLYWOOD WITH D4 LAP ALUMINUM SIDING ROOF +27.8/-94.7 WALLS/DOORS/WINDOWS +32.5/-29.2 VARIES 8'-0" TO 50'-0" ffiM=97 CODE REVIEW SLOPE I t D D n r Q DOUBLE TRUSS ND _ _ - _ -- - — - -2"x4" TRUSS ®_ 24" O.C. MAX. -- - - -- - ---------- -- - D BLE END TRUSS _ - - __ L __ _ -- SLOPE EAVE/OVERHANG ROOF FRAMING PLAN 1 "x4" BRIDGING (SEE WALL DETAIL) CODE INFORM110 000c vDmoN �, �' •�•, - 94JUFACNRFA sta— v.n L 19 TYPE mNsmucnoN TfPE Yb PllR PrmlFleldl ro� Fl� smBassa, ssIF11 NM oca,PRxr sar�cc A LDWA Muw— aP sloarts , eAsc 00 SPTm x�+ea cn Paa,m K a D,a� — YanaUL PRCS➢E COGTKI M UR AN E TACIQ, 1.10 IelOf OFM lO,a IW3 I>QOF 111'E IDVI a® IIWf ILn F10gi DW 101a ,a9 Flinn IIVE IDVI 1p/,>9P>r V nAtNa v NAus PIL M avoT WA Yoa1nF5 PFR nU6o01G 1 .MCOM PI .W.N US,GE ro HUR-" 9411FA a41[2 ro slues POafACE n. roTr. m Im REVISIONS REV I DESCRIPTON I DATE BY „/W e 2 1— wrB n> v e/vie an a aalr. 9/19/16 NA SBS—E-180C ,, nuom, lw.m Ta wr 1rp��ay 6 ,� ww, m.um rc i Txa�Bl➢Iq� aket�a'r moY iK ma uua' msmveoN s �>rsm°Stua ,m Peua eswuml a u � wu,o4 mimss ue we a� /x vP. o®r e. Flea"aav wm �m ip. Pr. Wet — m � W14Y 0m°o01n'. ,ovum or-mP W anme Twu arx ,—♦..""— m V., na W" B.acmuB LJ J T . V) ocENSF\\ LLJ ly�i �L STATE OF I � � p FL`•ORIDP\��`` L, O MaMaw T. Bald*ln P.E. Flodda License #6460B L Sh— FBPR-1 OF 5 OPTIONAL RIDGE VENT PSI APPROVAL 2017-11-30 G/ 2'x4 BLOCKING SEE HFi\DER DETAIL' iV I O.C. TTP. '-0' MIN- TO 14'-O' MAX. 2x4 SOLE PLATE J / BARN STYLE TYPICAL TRUSS FLOOR FRAMING END ELEVATION 2'x6' P.T. HEADER m m 7 F a a OPTIONAL GARAGE o DOOR OPENING N N GALV. THRESHOLD FLASHING -0` MIN_ TO 14'-0" MAX 2x4 SOLE PLATE) / MlILK � 0 �Uw% NAIL r—t.-/ FLOOR FRAMING J W/6 1 ODx1.5E NAILS OR END ELEVATION W/GARAGE DO I `MITEK 2x6 20Gk NAIL PLATE W/6 101)xi.5' NAILS OR EQUAL TP. `MITHBILT CODE REVIEW PMuziavl S�rviro fndus f]ID ]]NSbeet ppaoorlaMq Florida i]8.n FLPE�[@9]BN�V�uv C:Y PE - GI• BYrn oE•Y uva �� PinaR u.>_ uvn rongva 1f RAIIIA o< ifY1-R PiYaR. RaaF W 400um; PEIt ewnNc � YORRI" PRORL' M O E MD FIIIWd/lE 9aL1FA U51GE W sxwa warA¢ nR saPi a ms 1. �aO�O/wMB .KM N�mev�MN, s � wMl a] YY Ns 1 M•�annlp�[IDo! ilYll tlE la aUm mMsmmN Ir--""' mx nn Imea -- _ soer��m vwoa YSNIA1nN - - - - - - - - - - - - - - -- - - u)- l YL s1 1 W)mlu¢ 1w1� oe N2 aN n Aa Nm L-- W s � wm /m aa. rt. Piai xrx Y1 E4 WON - ��y��p�p�� 16[Ylm oN-snE ar ancw Mu uxA ilOvn\� Itr.T M YaYY `3mc1mB 6gKM,]�IU SnK�R4�2G p�pS51ACV•L Ytl6W Yd�]C YPATF➢1NV M � BF10 � IIOT MF18SK �� IT 11�q'/ O �\CE�N3F STATE OF ui Matthe* T. Bald»in PS - (A Florida Ueenx J64608 � shoat FBPR-2 OF 5 F-- EAVE/OVERHANG (2) 2x4 BENTS O BOTH ENDS BD NAILS 12'O.C_ W/6 10Dx1.6' NAILS OR J I HIV UHICU YYHLL UC I HI L EOl1AL TrP. WITH DOOR & WINDOW OPTIONS FLOOR FRAMING PLAN PSI APPROVAL 2017-11-30 �D t"! moron _ �exndon CODEREWM R<Isstbrr<I Arvi<.In. i]<9 iLtl56s<r On<Mo, FiMOe JS9J9 D<pvTrenl Maru9<r. Yea R PE a09319 AP ALUMINUM WALL SHEATHING ?TIONAL) r' COX PLYWOOD WITH D4 LAP ALUMINUM SIDING wNSmontON Tt}E Y-e M PRDTECIGN N9K Fla M SMW ww OCLUPANG AP10wt8E xuueER oP storms + WALL M Etictmuac txman D(-ML P9S9xE CDDS1 M ate SOLE PLATE dltvtrPRrE PACraR t.m )R FRAMING imCF DEAD tND tws NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM Ptnrn nUn Ln FOUNDATION SILL TO ROOF AND SECURED To ENSURE A 9 UW 1- CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE v 9ATb of wws n4m boF WA NOT CONTINUOUS, SHEET METAL CLAMPS TIES, OR CUPS U—"slum t SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS THAN 0.040' NOMINAL THICKNESS. wwad]a tsrcE 1O H R-AW SMLTFA uW2 b 3xVAE fWPAGE Ta 9WLd t>s REVISIONS RLY D6CRIPTON GATE 6 t P.�ama9�m9.< rtR 4G PLYBOARD I. ATOatlYI NN<9 I/S fororM�wLr s t� evM ai wo Ns n �t�ft.Vi _, lic is owr m®NaoN W a n oEuas Em tmtn 9erutAnox 2'x6' FLOOR JOIST a ro a 9�aum oN-va er mws txv-tmL. - - ir FOR PT. SKIDS W tc nm Doan ro { nC IWIL 9t A1c1B ..tu9tw au . na9as fa rt IElma !�tq�".u. smut NN wmno 9mxmeW mms tx c amrms ue m aan mob > 24' O.C. TYP. twamm my ,mm eao tm to etnmaa 125PSF ® 16' P.T. SKIDS T L10ENgF AL (2)2'x6' P.T. SKIDS -0' WIDE BUILDINGS QWT/ � � � STATE OF 14U 0 .n y FC GRID G\\ ON lii�� Matthew T. Baldwln P.E. Flodda Ueenx 64606 J J sheet FBPR-3 OF 5 PSI APPROVAL 2017-11-30 HEADER DETAILS, EQUIVALENT SIZES & MISCELLANEOUS DETAILS *NOTES 1. THE OPTIONAL 1/2" PLYWOOD OR OSB FILLER CAN BE BETWEEN BOARDS OR ON INSIDE OF STRUCTURE. 2, SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. 3. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. 4. WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS. 5. THESE ARE DESIGN MINIMUMS AND LARGER STUDS CAN BE SUBSTITUTED SINGLE FLAT (2) 2'x4' WITH OPTIONAL Yx4' HEADER 1/2' PLYWOOD OR OSB FILLER OR 4'x4' (2) 2'x4' WITH OPTIONAL 1/2- PLYWOOD OR OSS FILLER OR 4"x4' 20GA 1" WIDE STRAP OR EQUIV.(SEE SHEET 5) WINDOWS* 3' (9)9"x4" In 4"x4" WIDE OR LESS 12'x6' WITH OPTIONAL(2) 2'x6' WITH OPTIONAL 2- PLYWOOD OR OSB 1/2" PLYWOOD OR OSB LER OR 4"x6'ti-- FILLER OR 4'x6' I�X- -20GA. 1" WIDE STRAP OR 20GA. 1' WIDE STRAP OR EQUN. (SEE SHEET 5) EQUN- (SEE SHEET 5) 2 2"x4"w 2"x4" 2 2"x6" OR 4"x6" Side Wall Header Schedule (180C){e} Buidling Width Fasteners w/o strap ,re(d,g) Up to 14 Wide (each end)(c} a. Tabulated +slues are 10r No. 2 grade Jpruce-vine-rlr Ium— b. NJ - Number of jack studs required to support each end. c. If over 3' span and no straps are used, header must runto next stud. d. The optional 1/2" Plywood or OSB Filler is not structural and only for aesthetics. e. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4" f. Window header for window openings that have more than 50% combined stud wall above and below, otherwise use door header schedule. g. The header can be attached to the top plate and thusly have the combined strength edul,Alent and use the maximum span stated. See header details for equi%alent sizes. WALL OPTIONAL WOOD FRAME DOOR CONSTRUCTION DETAIL SHEATHING 12".12' 16'x4' BETWEEN WALL ✓ -- WALL STUDS. VENT IS SECURED TO SHEATHING AS PER MANUFACTURERS INSTRUCTIONS H_YDROVENT DETAIL �OPTfONALi - End Wall Header Schedule 18010e Sized} Max. Span NJ(b} Fasteners w/o strap (each end)(c) 1-2"x4' 6'-0" 0 3 — 3" x 0.131" nails 2-2"x4" 1 9-0" 1 0 6— 3" x 0.131" nails a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. b. NJ - Number of jack studs required to support each end. c. If over 6' span and no straps are used, header must run to next stud. d. The optional 112" Plywood or OSB Filler is not structural and only for aesthetics. e. See header details for aBemate layouts, i.e. 2-2"x4" or 4"x4" f. This table is only for headers below the endwall truss. Use Side Wall Header Schedule for headers that break bottom cord of end wall truss. ass, . MITHBILT I)M l]NSbeef Marto, FbMa ]M)D a.Ce]rN Ya,sor. Y,Gn GN PE , rL FE re]]A rP. DOOR :RIOR DUU60L 1— mEFFXX r Nwrsraxc r]cm+ +.m wor ouo taw IaDs mor uvr na xav m m aw wo rtmi ova IGrD fore nmr uc ova >e/+� 'NO —STRAP' HEADER DETAIL MAX- 8' SPAN wmavDs DxarmroN uilcE w raxaaGvf exoam uslac w Sa11NR /a0T/LE TD 93it w 1® +vv+e +/wn ore »n rs va r,� vr)rn W +. m.,w,x+, ww as wr rim aT� wµ sT ro uc eMiM. �aa�e Ig owr mww,+w 1 " m �.'uv°nn] w, vwvm rscvumN lILL wm¢n men-MpDvr.� — - ZI qW ]00 61. .IpL HWr W thYY e.-aR1I16.m.S D6DLID o1F9R <H efIFIK TWIT .1L LLI � Q I] n°m, euow eooe nW \ILL SII[5 a��G�C N wD LLI YWBo4 vlgmm Tw 11E loom mo 000 Im MmaD¢ A,f �IGEN�SE Q STATE OF ` {fj, /1I/l1 fy W o 1%- Mnnnee T. 9aldbin P.E Florida Unan]a 64608 Sh-t FBPR-4 OF 5 =� SMITHBILT CODE REVIEW P,e/.eeionl Servic. Inds nae dam+saw (1ltiade.AMGIIa)9 - ppapnmeWrepr:YnvL.M PE R PE s9]3]9 CODE I FOR TIO ^ OoOE VMS" WMUr/CII11dR s4taar &am LAM BUBDMO 11PE cam,-," IYPE Y-B FIRE PR016ToN laE i1FE S"IFE.DR SYSidI IFIE OOWPrlLY �� /llOIYFaE RDUBEa OF nIX✓>6 1 a4SC *AD s® r�trumn Dw� RE [1clrnuu oim:tn lN1mm P� COkS -NR ✓'/- nla I—M. FM 1.16 2)Or OFM lOM im9 Z LNE ILaO » tVlr IDb FIDOR DrAD LOAD love Flaw IarE 1Da0 ]sntaP:: ROM w pa M FLOOR. la]OF Wr 4000IE5 M BULDM 1 M—R w PFOrDaM USAGE w lalmlcve vrzvra 1151GE w sxu+a FnorFGB ns srF1: m IFs REVISIoNs REV DESCRIP(ON DATE I B' tt/e/te un Vt3/n WV 9/19/16 schedule (a} i4ener Puffer Faslerrer Plale Fa9errer Bdda1IS a-Bd 616¢12.5 1L16d2.S r1.S 58m1.S 2bd11.S 9d 58d 9d 580 r1S 58dif.S W 48d W a 80 ad add hts alosrls M-T &tOde1.S Nts, B-tOd<1.S - h1.S 610dt1.S his, ]-10Sc1.S W.5' h1.S h1.S ]-tOtlatS h1.5' 2-106r1.S Im 0.7 a10dWS IW Wener Floor Fas -, aW ]-1W Cener Reader Fas ,e 0.131' SJY 0.13V 0.131' SJk 0.131' a4 mr Floor Fa Serer ht.S - -1mg same strerlglha. 0.0.8 can Ee eleryotOer M b