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<br />12 <br /> <br />:.rype Span <br />TR 240300 <br /> <br />P1-H1 <br />4.5 <br /> <br />Left OH <br />2- 0- 0 <br /> <br />Righ t OH <br />2- 0- 0 <br /> <br />ElIgis.- ,. "rillg <br /> <br />U 702TL <br /> <br />AB <br /> <br />'><!UcUl <br /> <br />ON HENCKE RES\GARAGE TRUSSES <br /> <br />HO 4-1 <br />_T.c:: 1...?=C1.:-.o_.'___ . ___ _______ ___1l.-:.1.-:8__ <br /> <br />~_L_,___ <br />4x4= <br />B <br /> <br />12-1-8 <br /> <br />HO 4-1 <br />___ ___L_2.-:Q-:.0 <br /> <br />----,. <br />, ! <br /> <br />D <br />5x8= <br /> <br />~~ 2x4:c <br /> <br /> <br /> <br />~~~-~ ,~ <br />~ ~~ <br />. ~~ <br />~<:::::::--.~ <br /> <br />i , <br />W:800 <br />R:1013 <br />U: 479 <br /> <br />5-7-5 <br />4-10-10 <br /> <br />2x4, ~--- <br />I-.---~-- E <br />4.5, <br /> <br />, <br />I- <br /> <br />3x5~ :::------- <br /> <br />~~ <br /> <br /> <br />, , <br />, , <br />W:800 <br />R:1013 <br />U: 481 <br /> <br />~'--- <br />-----< <br /> <br />SPL <br /> <br />-BCI.---I-----.--------~~------_.__ 24-3 0 ------r- ---I <br />~s-----------________ ------_ 24-3-0 __~__________~_.__.__+..~ <br />ALL PLATES ARE LOCK20 <br /> <br />Scale: 0.235" = l' <br /> <br />Robbjns <br />line Plus -- Version 15.0.009 <br />~ DATE: 11-18-03 <br /> <br />Engineeri.ng, lnc./Online PlusTH APPROX. <br />PLATING CONFORMS TO TPI. <br />REPORTS: SBCCI 9761 <br />ROBBINS ENGINEERING, INC. <br />BASED ON SP LUMBER <br />USING GROSS AREA TEST. <br />PLATES - 20 GAUGE LOCK <br />GRIPPING 506-250 PSI PER PAIR <br />INCLUDES 25.0% INCREASE <br />TENSION 1339- 465 PLI PER PAIR <br />SHEAR 784- 506 PLI PER PAIR <br /> <br />TRUSS <br /> <br />WEIGHT: 134.4 LBS <br />REFER TO ROBBINS ENG. GENERAL <br />NOTES AND SYMBOLS SHEET FOR <br />ADDITIONAL SPECIFICATIONS. <br /> <br />CSI SIZE LUMBER 1.15FB <br />? 0.33 2X 4 SP-#2 1720 <br />0.75 2X 4 SP-#2 1720 <br />0.35 2X 4 SP-#3 980 <br />~ETITIVE MEMBER INCREASES: <br />15.0% FT 0.0% FC 0.0% <br /> <br />'ERAL BRACING: <br />IP CHORD - CONTINUOUS <br />'M CHORD - CONTINUOUS <br />'SS SPACING - 24.0 IN. <br /> <br />JT TYPE PLATE SIZE X Y <br />A 2001 3.00 X 5.00 6.7 3.1 <br />B 3001 4.00 X 4.00 2.0 2.2 <br />C 2001 3.00 X 5.00 6.7 3.1 <br />D 1170 5.00 X 8.00 CTR 3.0 <br />E 1001 2.00 X 4.00 CTR CTR <br />F 1001 2.00 X 4.00 CTR CTR <br /> <br />NOTES: <br />1. TRUSSES MANUFACTURED BY _ <br />41 Truss <br />2. EMPIRICAL ANALOG IS USED. <br />3. WIND LOADS - ANSI/ASCE 7-98 <br />TRUSS IS DESIGNED AS A <br />MAIN WIND-FORCE RES SYSTEM <br />FOR EXTERIOR ZONE LOCATION <br />WIND SPEED - 120 MPH <br />MEAN ROOF HEIGHT - 15' <br />EXPOSURE CATEGORY - B <br />OCCUPANCY FACTOR - 1.00 <br />ENCLOSED BUILDING. <br />TC DEAD LOAD = 5.0 PSF <br />BC DEAD LOAD = 5 . 0 PSF <br />4. ANCHOR TRUSS FOR A TOTAL <br />HORIZONTAL LOAD OF 122 LES. <br />5. FASTEN-'l'RUSS TO BRG A <br />FOR;....481 LES IOF UPLIFT, <br />WH1J:t' rLRA'lTTING NO UPWARD <br />MOVEMENT OF WALL OR BRG. <br />6. FASTE~S TO BRG C <br />FOR ~E:f;)oF UPLIFT, <br />WHILE TTING NO UPWARD <br />MOVEMENT OF WALL OR BRG. <br /> <br />NDARD LOADING <br />BER STRESS INCREASE: 25.0% <br />TE STRESS INCREASE: 25.0% <br />DING LIVE DEAD (PSF) <br />CHD 20.0 7.0 <br />CHD 0.0 10.0 <br />~ 20.0 17.0 <br />PORT CRITERIA <br />~ACT WIDTH JT <br />LBS IN-SX <br />1013 8- 0 C <br /> <br />37.0 <br /> <br />REACT WIDTH <br />LBS IN-SX <br />1013 8- 0 <br /> <br />LEFT <br />OIN - 5SX <br /> <br />RIGHT <br />OIN - 5SX <br /> <br />IR CSI PILES) M@lST <br />TOP CHORDS <br />0.33 1726 C 545 <br />0.32 1284 C 1976 <br />0.32 1284 C 1137 <br />0.33 1726 C 1976 <br />BOTTOM CHORDS <br />0.75 1623 T 1718 <br />0.75 1623 T 2944 <br />WEBS <br />462 C D-B <br />462 C <br /> <br />M@2ND <br /> <br />-1976 <br />-1137 <br />-1976 <br />-545 <br /> <br />t.... <br /> <br />___.~ .~r ...,/'- :'.,,~ <br />---- :!"~ ~""'" <br />-' <br /> <br />::..J~Pt- <br /> <br />/ <br /> <br />-2944 <br />-1718 <br /> <br />" <br />;,..f, \f/--' '-<: <br />;' ',-" <br /> <br />,J,t/'oo.,~ .... <br /> <br />,~ <br /> <br />611 T <br /> <br />jt/~__..L, <br /> <br />'"' -:~'~_Lr~.-L" <br /> <br />.....;,,r <br /> <br />..1' <br /> <br />(:-;- <br /> <br />~ DEFL = 0.34" IN A-D <br />~FL = 0.09" < BRG-SPAN/240 <br />'DEFL (DL+LL) = 850 <br /> <br />- ----- <br /> <br />l,:;, <br />.! '.,~_.~. <br /> <br />_ J _~t'4,..~r-r. '... <br /> <br />19rneering. Inc.lOnline Plus'BII @ 1996-2003 Version 15.0.009 Engineering _ Portrait 11/18103 g:14:23 AM Page 1 <br />