Laserfiche WebLink
' THIS D41G PREPARED FP.OM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TR�55 MFR <br /> (66-Zephyrhills Station �f2 -- ** - M1) <br /> Top chord 33TSC3 00 2 5x3 00-33-55KSI Fasteners=l4AMD Circles show the min no of blue 14AMDB2 125 fasteners, squares <br /> Bot chord 33TSC3 00 2 Sx3 00-33-55KSI show m1n no of red 14AMDR2 375 fasteners, and hexagons show min no of black <br /> Webs 33Z1 Sxl 62 1 5x1 62-33-40KSI 14AMD2 625 fasteners per member See DWG TSO11A for z-web details <br /> Spectal loads �* The maximum horizontal reactlon 1s 293� ** <br /> -------------------------------------------—----- <br /> TC- Fr•om 70 plf at -1 00 to 70 plf at 3 00 149 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere 1n roof, . <br /> BC- From 4 plf at -1 00 to 4 plf at 0 00 RISK CAT III OR IV, EXP B, wind TC DL=S 0 psf, wind BC DL=5 0 psf GCpi(+�-)=0.18 <br /> �C- From 30 plf at 0 00 to 30 plf at 3 00 <br /> TC- 22 00 lb Conc Load at -1 00 Right end vertical not exposed to wlnd pressure <br /> Wind loads and reactions based on both MWFRS and C&C In lieu of rigld ceiling use purlins to brace BC � 48" OC <br /> Left end vertical exposed to wind pressure �eflection meets L/]80 �ottom chord checked for 10 00 psf non-concurrent live load <br /> crtteria for flexlble wall coverings. <br />� Ueflectlon meeLs L/360 llve and L/240 Lotal load <br /> (H) Structural fascla attached Fascla design and connection by others <br /> See TS standard detatl book for truss to truss connections Non-standard <br /> connections to be designed and approved by a Registered Deslgn Professlonal <br /> � <br /> R=0 U=0 W-3" <br /> Rh=293 RL=221/-54 <br /> � <br /> 12 � 3- -0 3- -4 <br /> � <br /> —� <br /> R=396 U=159 W=3" <br /> ���4 �H� Rh=-293 RL=274/-313 <br /> � Q1 l 1 <br /> �]-0-� I <br /> ����� ,�`q�,�1�W►rC���'PP'< <br /> q\v ��. a ��o , � po <br /> `�,����w��GENs�,•�0�,�,�. <br /> � � No, 76f345 � � <br /> GALVANIZATION - G60 Design Crit: AISI S100-2007/S2-lOw ���(��o � l�':18 FL/-/4/1/-/R/- Scale =.5"/Ft. <br /> **WARNING** �r.usscser.euixctrTeen�cnn� ill(pNY.ICbTI11G. HANDIIIIf., yl11PPII1G. Ip5�cILIN4 6, e -' TC LL 20.0 PSF REF R6384- 40668 <br /> /\^ YA [ <br /> AN�AkACINL. IINLE55 f17NEk1115[ INOII,�IEfI i01'CH�kD SNALI HaVC PY.pYEkLY?f1nCHC�STkI1�.iIlNAL ��0 rAT{.. O� A /�.� TC DL 15.� PSF DATE 03/28/14 <br /> PANELS Tllp N0�70H CII�I±�Sllull IIAVf t I'I'.OPFPIY?iIACIICO N.Il.lfi CC11111�. oy O O ��� <br /> �PI� **IMPORTANT** F�k�,�},�a����Y�,� f1115 DESIfN ��� �„� ,��5�,,«F�„�N���,�Ra<<�R ��,,�.�N� �'�r����Q �Q(.Z�C}�;o•�C��'° BC DL 15.0 PSF DRW MOUSR6384 iaoe�oii <br /> 'TRUS STEEL o�eic�e�uu ruis u�si�a� �s n�+iv rnr i:rrva�sm�rcei o� icuss uun{rei ri�n��ucr uu�vium icrmiu�. `�A�� �� �n e • a a �CS'VO�' BC LL O.O PSF MO-ENG BWC�BWC <br /> FOftCESSAIIGIiOLOTiRV5SCS1'LI1tA.IN51wLL�8CniIICFACSPOfISIBILIiI�i1(if'JiII�pNT BTFrBUILf1I1LCUl1`0lEIi5ELRUl11' ��dir, O��� ���,e TOT.LD 5�.� PJI SEQN 3290 REU <br /> ITWBuildin8 Components Group,Ina �xc sxnu xnr ec xesvnxsie�e rnr+nur uev[anux rxon nns nrsirN nr�HqNDLIIlG. SNIYPINf, INSIALLINii <br /> ������J�/�8/2014 <br /> ANU BRACING Of iRUS5C5. AIl fllf.I11EEP,'S SCAL OH iIIIS UkAtiII1G FI'PLICS ONLY 70 illf.UCSIGII Uf illC ikUSS <br /> EarthCiry,M0G3045 SPACING 24.0" JREF- 1V516384Z01 <br /> FLC0.4#0278 UCYICTEU IICkC nnu snaii Nar nc etticu urnu iu.xv om[e u�,r <br />