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01-10029-001s S W g4 -10-0 ___- _..__�.------ - - - - -- - - - - - -- - - ' APPROVED TRUSS ANCHOR BY BUILDER HANGER SCHEDULE 1.10.0 21.6 -0 TOP - 2x4 MIN. �ANIJ 4 -b- BOTTOM = 2x4 MIN. + lIODEL FACTURE TRUSS IDENTIFIC. f- - ­- - _�___ ]M OtRTANT NOTE:, O ' - �---. ELEV.' / ��wo 20 - -�� /� — + -- — ALL 91MEN5I0N TO DE VERIFIED IN FIELD — — �_ �acn� 0 4" TOP-CHORD r2'.v" f 20'.21' T[) 19 TOP OF 6Y GC F3cFORE FADRICATION N - __ --- _ - - -- -- -- FEACTION5 SHOWN IN LAYOUT ARE GRAVITY LOAD ONLY. FOP UPLIFT 5EE INDIVIDUAL ENGINEERING SHEETS OR # - - -- - -- ~ -- . 0 -4 -0 ARCH 15TRUCTURAL DRAWIN65. .1 _Jk ( o:o - - -- - - -- - Y rrr• • w � i I t I - LOADING CONDITIONS 1 FLOOR TRUSSES T(7, CHARD. 'LIUt: 30.0 TOP CHORD LIVE: 1 TCP CHORD DEAD: 15.0 TOP CHORD- DEAD: DiTTOM CHORD DEAD:- e — Q==- r— M .rJrJ <L tof / M ._. -... .- �•..._. . -' -'-•fir - TOTPL LOAD - (PSF) 55.0 TOTAL LOAD (PSF) STRESS INCREASE: 1 _oo . Ro•0 -0 _- - VATLtR BY B'f C F--•t 1 o� r ­ == -- __ - - -- , 1 l 1 T' J 6 ,[ U 0 -4 -0 j J 7 - LOADING CONDITIONS 1 FLOOR TRUSSES T(7, CHARD. 'LIUt: 30.0 TOP CHORD LIVE: 1 TCP CHORD DEAD: 15.0 TOP CHORD- DEAD: DiTTOM CHORD DEAD:- e — Q==- r— M .rJrJ <L tof / M ._. -... .- �•..._. . -' -'-•fir - TOTPL LOAD - (PSF) 55.0 TOTAL LOAD (PSF) STRESS INCREASE: 1 _oo . Ro•0 -0 _- - VATLtR BY B'f C F--•t 1 r ­ == -- __ - - -- , 1 l 1 T' J 6 ,[ � - ITT!'�wrM'- .. _ 9TH T[� +Jri�,` i�CMYA➢fY! ��•�_••• -an -� Q�:.v :: � "- ^�wCair� �..�•• +- _Jif_C.."'�w�w' � — •r..+� --r-^- ^rte ^.r -- '-r -^•-, .. - �. --�. � , r ..r•�. a p >. -. ':-x ... _ - • - - _ :.ae.-. rwowe�s. - 1, �`__ .. .'^•R ^aT4 s -^Y.: �!+. �e�••-. `_^w.'W::icti it�� -`X'.: ^..'^C+"L.: _ :...__, :. ... ___:,'"_5.::���'3«.`-- ?.+" «3:.T L+{,(S 0 -4 -0 j J 7 - LOADING CONDITIONS 1 FLOOR TRUSSES T(7, CHARD. 'LIUt: 30.0 TOP CHORD LIVE: 1 TCP CHORD DEAD: 15.0 TOP CHORD- DEAD: DiTTOM CHORD DEAD:- e — Q==- r— M .rJrJ <L tof / M ._. -... .- �•..._. . -' -'-•fir - TOTPL LOAD - (PSF) 55.0 TOTAL LOAD (PSF) STRESS INCREASE: 1 _oo . Ro•0 -0 _- - VATLtR BY B'f C '141� . - o4-cam' TRUSS - LOADING CONDITIONS ` ROOF- TRUSSES FLOOR TRUSSES T(7, CHARD. 'LIUt: 30.0 TOP CHORD LIVE: 1 TCP CHORD DEAD: 15.0 TOP CHORD- DEAD: DiTTOM CHORD DEAD:- 10.0 • BOTTOM CHORD DEAD: TOTPL LOAD - (PSF) 55.0 TOTAL LOAD (PSF) STRESS INCREASE: 1 _oo . STRESS INCREASE: 15 -4 -0 DATE. REVISED APPROVED xz Nicole= o N � •N,30 � I � � � I , Qii AI®I - LABELING TRUSSES IS A SERVICE, Wj Ift WANY 1U I" MW: ITS H ERSF'PONONSI BI LLIT THEREFORE t BUI 1 N L TO USE THE ECG i NEERi NG IiAWi AG31J) ERECTING TRUSSES. IN CASE OF DI SCR] ' WTWUN TRUSS MARKINGS AND EM . pF THE ENG. DRAWINGS PREVAILS. OUT* - ATTENTION �II,DF,RS ROOF � AY - . AEL1L �C . D TIiO � NS1C0IN{S, OV�I R 8IEHAP'NOOR.SB , OPRROCP,HBE[lS � . _ TRUSS. IT IS YOUR I SpOR'�81t U ,,�! �► SHOP DRAWING' RIP OVA TO CHECK OUR TRUSS PLAN! -56 AL E a 3` 1`6 0 m um IS Af SR.E SOIMlCE FM fWWWON OF 'IBS to-am FU ME't1tQiS k OR " IRIIEfi K ItaM WCM FW T1M53ES WU j 17 -0 -0 K &T - WWY ALL CMTIM TO PGA MRXT Im WL *ALT IN aTRR ASE& TO Y( u �1t t 1 1 o ?r1r v{ ! i!7 I lj m V cr O oS � 8" CONC. !PALL TYP TRUSS 4" BEARING---- 6 SCALE: 3/4"=I'-Ow 13EARIN C-r- SCHEDUL�: r . r APPROVED TRUSS ANCHOR BY BUILDER TOP = 2x4 MIN. BOTTOM = 2x4 MIN. , © 4" ELEV. �TiPOr T1—\\ r 0 . l O • O 1 1: ri 8" CONC. FALL 4" TOP-CHORD m„� SECTION - - "V" SCALE: 3/4 " =1' -0" ALL TRUSS SPACING @ 24" 0. C.- UNLESS OTHERWISE SPECIFIED. t�IS F. fligDl P E MOD M a S u a If M1• fL pia" No. DATE. REVISED APPROVED �V '. _7 r ...................... — -- Q - - - IMRTINEI TRUSS CO, INC. ph. _ 83- 261 = - - 9210 M 1 SQL t1Y}� 0�. MUM fL 3316b CC0953 J. YAtiglfl fdI (305�a5-24� �- _ _ _ _ _ _ KENNER C0NSTRV,,CT`r-0 Ni 011 E P H - -- : SGIaE t S 011OWN 1 MARIAI4I- RES H+ A i=: 5850 S.W. 84 TH STREET � MIAMI DADE, FL.33143. I