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� � TNIS �47G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBM[TTED BY TRUSS MFR
<br /> (66-Zephyrhills Station �p2 -- ** - K1)
<br /> Top chord 33TSC3 00 2 5x3 00-33-SSKSI Fasteners=14AMD Circles show the min no of blue 14AMD82 125 fasteners, squares
<br /> Bot chord 33TSC3 00 2 5x3 00-33-55KSI show min no of red 14AMDR2 375 fasteners, and hexagons show min. no of black
<br /> Webs 33Z1.Sx1 62 1 Sxl 62-33-40KSI WS 63W1 Sx3 5 1 5x3 50-63-45KSI. 14AMD2 625 fasteners per member See DWG TSO11 for tube web detatls and TSO11A
<br /> f'or z-web detalls
<br /> Speclal loads
<br /> -------------------------------------------------- '" The maximum horizontal reactlon is 605� **
<br /> TC- From 0 plf at -1 41 to 39 plf at 0 00
<br /> TC- From 37 plf at 0 00 to 137 plf at 3 79 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof,
<br /> TC- From 35 plf at 3 79 to 35 plf at 4 08 RISK CAT iTT OR iV, FXP R, wind TC DL=5.0 psf, wlnd 6f. DL=5 0 psf. GC.pi(i-/-)=� lA
<br /> BC- From 2 plf at 0 00 to 33 plf at 3 79
<br /> BC- From 0 plf at 3 79 to -38 plf at 4 08 I•lind loads and reactions based on MWFRS
<br /> TC- 38 81 lb Conc Load at -1 41
<br /> BC- 204 00 lb Conc Load at 1.45 In lieu of rigid ceiling use purlins to brace BC @ 48" OC
<br /> Left end vertical exposed to wlnd pressure Def9ection ineets L/180 See TS s[andard detall book for truss to truss connectlons Non-standard
<br /> criCerla for flexible wall coverinys conneclions Lo be desiyned and approved by a Registered Uesiyn Professlonal.
<br /> Right end vertical not exposed to wlnd pressure
<br /> Deflection meets L/360 live and L/240 total load _
<br /> (H) Structural fascla attached. Fascia design and connection by others
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<br /> R=0 U=0 W=3"
<br /> Rh=606 RL=-82
<br /> 1 1 �J 5
<br /> 8 49 � 3-5-15
<br /> 3- -5
<br /> 1 1 R=671 U=88 W=3"
<br /> � Rh=-606 RL=82
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<br /> 4 � No, 76845 4 �
<br /> GALVANIZATION - G60 Design Crit: AISI 5100-2007/S2-10/� v o���(1.-r��"6�a�`�1 FL/-/4/1/-/R/- Scale = 5"/Ft.
<br /> ^ **WARNING** reinxseinuiai irrannc,�e� IHfobI;ICn1I114. Hd111111111.. �IIIPI'IIIL, IHIINIIfII. � �e S.I.A.r� �r � �� TC LL 20.0 P$F REF R6384- 40666
<br /> /\ ANI)Bk4fINf,. UNLL55 nlll(Y,IIItC INUIi'a1L0, liii'CIIOY,U SII�LL Iln1f I'hnpENLY Aflni'llf�S7Y.U�.II1kP1 aI
<br /> �Tn7�7� raiu�s uiu XUI1011 CIpiY.L'vn.i� n.v� ,rei���r.en.+n.�.ino eunu�ni inr. "�dd C7��e F p Q o� �,r TC D L 15.0 P S F DATE 03/28/14
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<br /> Z'RUS STEEL ��IMPORTANT** F„F:�,�.�� ,����Y�,� ,,,,s���,��,N,��,��� ��������,.��,:�,�„N�a�����H N�,���N�; .+,,� s a a �, � „ v �C��`�` BC DL 15.0 PSF DRW MOUSR6384 14087010
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<br /> hll �CSIGN, hIlAC11NfN1 AN� INSITLIaIION�iF ICIIFOY,�PY tIII�YIPMtIIEN7 6P.W:INfi, I�Y.CSI)I IiIEFaI �e��1�"ls�/�O/�O�A TOT.LD. 50.0 PSF SEQN 13601
<br /> FOP[ES AllU IIOL�iP.OSSES PLIIfIB SNdLL BC ruc n[srorisinnnr ur oinens. �TU euuoixo cmmm+eua�.auur 'U3 0 �
<br /> ITWBulldingComponantsGroup��lIC. �Nf, SNALL N01 liE Y.E�Y�NSIALE FON LHY UF.VIFIIUN FI�011 71115�LSIf,N L�It IIANDLING, SIIIVPINf., INSIAIIINf,
<br /> /.NU BY.ACIIIG Of IFIISSLS TII[III�IIICCP.'S 51'?L t�ll IIII�IIY.��IIIIIL RI'I'I 1(�I111LY i0 IIII Iif51f.N 1�( illf 11:115�
<br /> Earth City,MO G3045
<br /> FLC0.4N0278 UEPIQEU IIEk[.im su�u i�ai e�kELIN UY011 in a�ir anirx w+r SPACING 24.�" JREF- 1V516384Z01
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