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♦)r • <br /> �i . <br /> THIS �41G PREPARED FP,OM COMPUTER INPUT (L0.4D5 & DIIIENSIONS) SUBMITTED BY TRUSS MFR <br /> (66-Zephyrhills Station �{2 -- ** - HG6) <br /> Top chord 43TSC2 75 1 5x2 75-43-55KSI Fasteners=14AMD Circles show the min no of blue 14AMD81 25 fasteners and <br /> Bot chord 43TSC2 75 1 5x2 75-43-55KSI squares show the m1n no of red 14AMDR1 5 fasteners per member See DWG TSO11 <br /> Webs 33W 75x.75 .75x 75-33-45KSI for details <br /> W1, W11 3341.75x1.5 75x1 5-33-45K51. <br /> (A) 33TSBUC3 5 20ga Bent-U connector required Square indicates m1n fastener <br /> Special loads qty thru connector overlap See drawing TS004 for peak connector detail <br /> -------------------------------------------------- <br /> TC- From 70 plf at 0 00 to 70 plf at 5 45 149 mph wind, 33 65 ft mean hgt, ASCE 7-10, C�OSE� bldg, Located anywhere in roof, <br /> TC- From 35 plf at 5 45 to 35 plf at 7 AA RiSK f.AT 1TT OR 1V, FXP fl, wind TC DL=5 0 psf, wind RC DL=5 0 psf ff.pi(i/-)=0,1A <br /> TC- From 70 plf at 7 68 to 70 plf at 13 33 <br /> BC- From 8 plf at 0.00 to 8 plf at 2 00 Wind loads and reactions based on MWFRS <br /> BC- From 30 plf at 2 00 to 30 plf at 5 40 <br /> BC- From 15 plf at 5 40 to 15 plf at 7 93 Left and right cantilevers are exposed to wind <br /> BC- From 30 plf at 7 93 to 30 plf at ]1 33 <br /> BC- From 8 plf at 11 33 to 8 plf at 13 33 In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ <br /> BC- 140 99 lb Coric. Load aL 5.40, 7 93 24" OC, all BC Q? 48" UC. <br /> BC- 127 63 lb Conc Load at 5 50, 6 67, 7.63 <br /> Bottom chord checked for 10 00 psf non-concurrent live load <br /> Deflec[1on meets L/360 live and L/240 total load <br /> 0 1 A) 0 1 A) <br /> c 1 l c 1 1 <br /> w 1 1 w 1 1 <br /> � <br /> � 6 6 <br /> 6 6 � <br /> 1 1 1 1 <br />� 3-5-12 <br /> � O O �— <br /> 5"12 W W11 5��12 <br /> � QQ ii iii ii �i � <br /> O O <br /> �z-o-o� �z-o-o—� <br /> � �qtl9Pfit►�/� <br /> �— 13-4-0 Over 2 Support � , h r <br /> R=893 U=488 W=8" �4,�`\`i��P�\f�``U�4J�r"tl v�'�///-'"i <br /> v 'V o o l� '�A <br /> � � No, 768�5 4 M <br /> GALVANIZATION - G60 Design Crit: AISI 5100-2007/52-10�� ��l1m�o � 7�•2 FL/-/4/1/-JR/- Scale =.5"/Ft. <br /> 'r'�WARN I NG** rr.usses r.�uuie�iria�nr cze� rn rae�;i��.nna. n+xouni�. smrviur,. incv.iiu�� o�� T� LL 20.0 P$F REF R6384- 40651 <br /> � AND BN4CING. UNLESS OIII[Y,IIISC i��oic„i�n. i�r[IInY.II Sll�ll NiV[ YY.nPCY.LY nii,cu�n srr.ur.rux�i r� TATE. 0 F � <br /> :�� �t�'� ° TC DL 15.0 PSF DATE 03/28/14 <br /> A T n7ATC e�,ut�s e�+o eunun omxn weu utvr 5 1'Y.UPEPLY>rrccFi[n r,ioio n ii iim. dd ��� e� v� <br /> Ni ,r11VL I ('�P r p(� C <br /> 7'RUS STEEL **IMPORTANT** FIIY.HISfI A LI�YY�F iIIIS�CSIfN 1�1 IIIC IHSfRLL(.IION[GN7RALT�p II�nCING ds+/���(�� `of�1�l".�C'�� `��` U1. DL 1J.� PSF DRW MOUSR6384 LQ�B���� <br /> IICPICTE���II�NIS pCSIGN I51�IlIY f�iR Ini(PFI SIIPP��P.T �tf 1PIISS IICIIPCP.S TO RCDIICC IIIICY.LINr,�EHflll� �d,�/f (J� •0 O 0 0� A\v,�� BC LL O.O PSF MO-ENG BWC BWC <br /> p(/, �+ <br /> ALl OESIGN. F7iACHNCNT PNU INSi,1LLA110N�f iE11Y0P,ARY RIIl�I•ERN4NCN1 BP.FIING. i0 P.CSISI LAiCFTL ���� O,if FS� y��� / <br /> F�PCES a1lD IIOI�iP.i1S5CS YLlllltl. SllAll AE iHE RESPONSIBILII!Uf OINCRS. ITI!BIIIlUl116 CUIIPJNEIIiS I:NUIIP � ��a����a��tL8�2014 TOT.LD. 50.0 PSF SEQN 13603 <br /> RWBulldingComponantsGroup��flC. �NC SIIALL Nn7 BE NESY�N519LC FpN GIIY DEYInTION fN011 iI1151�E51Gt!�N u�xo�ine. su�rrixr. �xsruiii��; <br /> , Rl10 ORRCING Of iPI1S�C5 f•II FNGIIICCR'\IEAI�H Illlti UkAlIII1L FPI'I ICS OIILY iU IIIL I1C11GN pF lllf IY.IItiS <br /> Eaith C�ry,MO G3045 <br /> FLCOA#0278 u�ricT�u ucec.im snou iwr e�euicu uron ui�rn cru�x x.r SPACING 24.0" JREF- 1V516384Z01 <br />