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<br />Quan Type Span <br />57 TR 650800 <br />INC 6815 GALL BLVD. ZEPHERHILL <br />D~ ~~ ~~U. I,.)p ~ S z.1I. ol,JT,~ t.AO ~ . <br /> <br />12.C-~ct. RE1UlLCO e;~ ~oJ. Q'OL'~', <br />8x12 <br />B <br /> <br />Job <br /> <br />!lark <br /> <br />Al <br /> <br />1 5504rl <br />%15504R1 JAE AMBEMA, <br /> <br />~ fro (.b U:tr'\ ~ <br />- <br /> <br />l..t 1C-'2-\ C l.. <br />~oL~o..1: <br /> <br />DG 34-9-5 <br />HO 6-4 <br /> <br />~ <br />,..!o <br /> <br />P1-H1 <br />4 <br /> <br />Left OH <br />o <br /> <br />Right OH <br />o <br /> <br />Engineering <br /> <br />DG 34-9-5 <br />HO 6-4 <br /> <br /> <br />11-5-9 <br /> <br />~ <br /> <br />3x8 <br />5x8 <br />A <br /> <br />W <br /> <br />Cant:1- 2- 0 <br />M <br />1'1:308 <br />R: 713 <br />U: 152 <br /> <br />5x6 <br /> <br />BC3 <br />3x6 <br /> <br />Sl I <br />5x8 5x6 <br /> <br />BCML S3 Q <br />5x8 5x10 <br /> <br />G B1M <br />3x6 <br />n <br />1'1:308 <br />R:2430 <br />U: 451 <br /> <br />R S8 <br />5x10 5x8 <br /> <br />5x8 <br /> <br />S 6 5x6 <br />P <br /> <br />~: <br /> <br />D BCL <br />3x6 Cant:1- 2- 0 <br /> <br />BCMLE S2 <br />5x6 5x8 <br /> <br />. <br />Ii <br />1'1:308 <br />R:1079 <br />U: 245 <br /> <br />~gl - ti=~- ---L.t~g:: ~=t~ i ~=:.=g I tt-g-t ~=~=-~--+ ~=~~!-~ ~=~=~--j <br />I . <br />k+--.-------------~ 65-8-0 - -----~ --~S3>' <br /> <br />Online Plus -- Version 12.0.008 <br />RUN DATE: 9-18-02 <br /> <br />LUMBER <br />SP-#2 <br />SP-#2 <br />SP-#3 <br />SP-#3 <br />SP-#3 <br /> <br />1.15FB <br />1440 <br />1440 <br />980 <br /> <br />CSI SIZE <br />TOP . 68 2X 6 <br />BTH .40 2X 6 <br />was .69 2X 4 <br />WDG8A 2X 4 <br />WDGIIC 2X 4 <br />EXCEPTIONS: <br />G-B 2X 6 SP-#2 1440 <br />REPETITIVE MEMBER INCREASES: <br />FB 15.0\ FT .0\ FC .0\ <br /> <br />LATERAL BRACING: <br />TOP CHORD - CONTINUOUS <br />BTH CHORD - CONTINUOUS <br />ONE BRACE - K-I Q-M B-R <br />- R-S E-P <br />TWO BRACES - L-Q Q-B G-B <br />- R-O <br />TRUSS SPACING - 24.0 IN. <br /> <br />STANDARD LOADING <br />LUMBER STRESS INCREASE: 25.0\ <br />PLATE STRESS INCREASE: 25.0\ <br />LOADING LIVE DEAD (PSF) <br />TOP CHD 16.0 20.0 <br />BTH CHD .0 10.0 <br />TOTAL 16.0 30.0 <br />SUPPORT CRITERIA <br />JT REACT WIDTH JT <br />LBS IN-SX <br />713 3- 8 Q <br />2430 3- 8 C <br /> <br />46.0 <br /> <br />A <br />G <br /> <br />REACT <br />LBS <br />1817 <br />1079 <br /> <br />WIDTH <br />IN-SX <br />3- 8 <br />3- 8 <br /> <br />LOAD CASE 111 WIND FROM LEFT <br />LUMBER STRESS INCREASE: 60.0\ <br />PLATE STRESS INCREASE: 60.0\ <br />LOADING LIVE DEAD (PSF) <br />TOP CHD 16.0 5.0 <br />BTH CHD .0 5.0 <br />TOTAL 16.0 10.0 <br />EXCEPTIONS: <br />A-B -12.3N <br />B-C -14.1N <br />SUPPORT CRITERIA <br />JT TYPE HORZ <br />LBS <br />-38 <br />o <br />o <br />o <br /> <br />26.0 <br /> <br />5.0 <br />5.0 <br /> <br />A <br />Q <br />G <br />C <br /> <br />VERT <br />LBS <br />-28 <br />-124 <br />-158 <br />-108 <br /> <br />WIDTH <br />IN-SX <br />3- 8 <br />3- 8 <br />3- 8 <br />3- 8 <br /> <br />PIN <br />HORZ RLR <br />HORZ RLR <br />HORZ RLR <br /> <br />LOAD CASE 112 WIND FROM LEFT <br />LUMBER STRESS INCREASE: 60.0\ <br />PLATE STRESS INCREASE: 60.0% <br />LOADING LIVE DEAD (PSF) <br />TOP CHD 16.0 5.0 <br />BTH CHD .0 5.0 <br />TOTAL 16.0 10.0 26.0 <br />EXCEPTIONS: <br />A-B 4.2N 5.0 <br /> <br />1'1:308 <br />R:1817 <br />U: 464 <br /> <br />ALL PLATES ARE LOCK20 <br /> <br />APPROX. TRUSS WEIGHT: 594.1 LBS <br /> <br />B-C -14.1N <br />SUPPORT CRITERIA <br />JT TYPE HORZ <br />LBS <br />-393 <br />o <br />o <br />o <br /> <br />5.0 <br /> <br />A <br />Q <br />G <br />C <br /> <br />PIN <br />HORZ RLR <br />HORZ RLR <br />HORZ RLR <br /> <br />LOAD CASE #3 WIND FROM RIGHT <br />LUMBER STRESS INCREASE: 60.0\ <br />PLATE STRESS INCREASE: 60.0\ <br />LOADING LIVE DEAD (PSF) <br />TOP CHD 16.0 5.0. <br />BTH CHD .0 5.0 <br />TOTAL 16.0 10.0 <br />EXCEPTIONS: <br />A-B -14.1N <br />B-C -12.3N <br />SUPPORT CRITERIA <br />JT TYPE HORZ <br />LBS <br />38 <br />o <br />o <br />o <br /> <br />A <br />Q <br />G <br />C <br /> <br />PIN <br />HORZ RLR <br />HORZ RLR <br />HORZ RLR <br /> <br />A <br />Q <br />G <br />C <br /> <br />PIN <br />HORZ RLR <br />HORZ RLR <br />HORZ RLR <br /> <br />A PIN <br />Q HORZ RLR <br />G HORZ RLR <br />C HORZ RLR <br />TRUSS CONTAINS <br /> <br />nNI INF PI I J~ tm Vprc;inn" 12 0 OOR Fnninpprinn _ Pnrtr;:lit q/?S/?OO? 11 '?R"1R AM P:;lI"P 1 nf ? <br /> <br />VERT <br />LBS <br />272 <br />681 <br />-142 <br />-144 <br /> <br />WIDTH <br />IN-SX <br />3- 8 <br />3- 8 <br />3- 8 <br />3- 8 <br /> <br />26.0 <br /> <br />5.0 <br />5.0 <br /> <br />VERT <br />LBS <br />-66 <br />-223 <br />-73 <br />-57 <br /> <br />WIDTH <br />IN-SX <br />3- 8 <br />3 - 8 <br />3- 8 <br />3 - 8 <br /> <br />26.0 <br /> <br />5.0 <br />5.0 <br /> <br />VERT <br />LBS <br />-113 <br />-325 <br />724 <br />375 <br /> <br />WIDTH <br />IN-SX <br />3- 8 <br />3- 8 <br />3- 8 <br />3- 8 <br /> <br />26.0 <br /> <br />5.0 <br />5.0 <br /> <br />Scale: 0.086. = l' <br /> <br />CONDITION(S) (DIM. GIVEN TO <br />OUTSIDE FACE OF BEARING). <br />BRG INSET NOTES <br />A 14.0 IN. 2X 4 WEDGE <br />C 14.0 IN. 2X 4 WEDGE <br /> <br />HEEL <br /> <br />MEMBR <br /> <br />A-K <br />K-S4 <br />S4-L <br />L-S5 <br />S5-M <br />M-B <br />B-S <br />S-S7 <br />S7-0 <br />0-S6 <br />S6-P <br />P-C <br /> <br />A-J <br />J-S1 <br />Sl-1 <br />I-S3 <br />S3-Q <br />Q-G <br />G-R <br />R-S8 <br />S8-E <br />E-S2 <br />S2-D <br />D-C <br /> <br />J-K <br />I-L <br />Q-M <br />G-B <br />R-S <br />E-O <br />D-P <br /> <br />LEFT <br />OIN - 7SX <br /> <br />RIGHT <br />OIN - 7SX <br /> <br />LOAD CASE 114 WIND FROM RIGHT <br />LUMBER STRESS INCREASE: 60.0\ <br />PLATE STRESS INCREASE: 60.0\ <br />LOADING LIVE DEAD (PSF) <br />TOP CHD 16.0 5.0 <br />BTH CHD .0 5.0 <br />TOTAL 16.0 10.0 <br />EXCEPTIONS: <br />A-B -14.1N <br />B-C 4.2N <br />SUPPORT CRITERIA <br />JT TYPE HORZ <br />LBS <br />393 <br />o <br />o <br />o <br /> <br />LOAD CASE 115 WIND 1/ RIDGE <br />LUMBER STRESS INCREASE: 60.0\ <br />PLATE STRESS INCREASE: 60.0\ <br />LOADING LIVE DEAD (PSF) <br />TOP CHD 16.0 5.0 <br />BTH CHD .0 5.0 <br />TOTAL 16.0 10.0 <br />EXCEPTIONS: <br />A-B -20.0N <br />B-C -20.0N <br />SUPPORT CRITERIA <br />JT TYPE HORZ VERT WIDTH <br />LBS LBS IN-SX <br />o -152 3- 8 <br />o -464 3- 8 <br />o -451 3- 8 <br />o -245 3- 8 <br />SHORT CANT. <br /> <br />CSI P(LBS) M@lST <br />TOP CHORDS <br />.28 713 C 1451 <br />.30 210 T 3728 <br />.48 300 T -948 <br />.63 1601 T 5839 <br />.68 1710 T -565 <br />.66 1596 T 6153 <br />.44 534 T 1621 <br />.46 630 T 5103 <br />.52 522 T -1290 <br />.47 764 C 6293 <br />.18 853 C -1799 <br />.27 1623 C 2396 <br />BOTTOM CHORDS <br />.16 742 T 238 <br />.15 742 T 327 <br />.21 742 T 257 <br />.12 447 C 901 <br />.12 447 C -128 <br />.14 1407 C 1576 <br />.11 1407 C 1350 <br />.17 760 T 952 <br />.25 760 T -415 <br />.35 1536 T 1964 <br />.31 1536 T 747 <br />.40 1536 T -664 <br />WEBS <br />142 T ll.-I <br />554 T L-Q <br />659 C Q-B <br />2302 C B-R <br />604 C R-O <br />516 T E-P <br />90 T <br /> <br />M<l2ND <br /> <br />-3728 <br />948 <br />-5839 <br />565 <br />-6153 <br />443 <br />-5103 <br />1290 <br />-6293 <br />1799 <br />-2396 <br />-3553 <br /> <br />-327 <br />-257 <br />-745 <br />128 <br />-588 <br />-1350 <br />-952 <br />415 <br />-1964 <br />-747 <br />664 <br />-2616 <br /> <br />1009 C <br />1499 C <br />264 C <br />1756 T <br />1492 C <br />834 C <br /> <br />DL+LL DEFL = .25" IN ~I-O <br />LL DEFL = .07" ~\~U~~,~ <br />SPAN/DEFL (DL+~ ~.?,9fl IN. ',,_~~ <br /># O~:..:i'\.;;i'C.....~Y.fi'~ <br />~ ~ ....'?>. !'" I ." ~.. '(_ ~ <br />~ .C~' ' ~.. ~ <br />~*./.J \.*~ <br />"= . I 'c . 5'0"2"1 . - <br />:: : ~."" : a: :: <br />~"~-k jw~ <br />;0 tn '. S--,'IE OF .:lJJ .s <br />~~, ... L~ /~6 <br />~ -"..,~':"'.J;;-i"" \>"::...." ~ <br />'%,....r.:...~.\!.P:_.t...~G- ~ <br />~III.J!: FI E 0 ~ '10.'~~ <br />'111111 fIIl/IIl' II \ 1\"" <br /> <br /> <br />~(0 <br />