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<br />Job <br /> <br />Hark <br /> <br />03-722 <br /> <br />Ie <br /> <br />Quan <br />5 <br /> <br />Type <br />TR <br />39450 <br /> <br />Span <br />200000 <br />South Ave. <br /> <br />P1-H1 <br />5 <br /> <br />Left OH <br />1- 4- 0 <br /> <br />Right OH <br />1- 4- 0 <br /> <br />Engineering <br />T03121728 <br /> <br />U#1031 J#03-722 Carrs Const, <br /> <br />HO 4-1 <br /> <br />4x4= <br />B <br /> <br />HO 4-1 <br /> <br />4-6-1 <br /> <br /> <br />5: <br />I <br /> <br />~ <br /> <br />E <br />5x5= <br /> <br />SPL <br /> <br />o <br />3x4= <br /> <br />~ <br /> <br />W:710 <br />R: 1048 <br />U: 508 <br /> <br />TC 1-4-0: <br />~BC <br /> <br />W:710 <br />R:I048 <br />U: 506 <br /> <br />5-3-14 <br />--6"10:-9--- <br /> <br />10-0-0 <br />-~3-=-1-7 <br /> <br />14-_8-2 <br /> <br />20-0-0 <br />20-0-=0- <br /> <br />---11-4~ <br /> <br />~-::- --~---_._~.-.--~---_.._-----------_._.__.- <br /> <br />.-. ~-~------.- 20-0-0 ---~--- --.---.--___ <br /> <br />ALL PLATES ARE LOCK20 <br /> <br />Scale: 0,295" = l' <br /> <br />Robbins <br />Online Plus -- Version 15.5.016 <br />RUN DATE: 12-15-03 <br /> <br />Engineering, Inc./Online Plus~ APPROX. <br />PLATING CONFORMS '1'0 TPI-95. <br />REPORTS: SBCCI 9761, ICBO 4994 <br />, BOCA 96-15, WI 970099-N <br />ROBBINS ENGINEERING, INC. <br />BASED ON SP LUMBER <br />USING GROSS AREA TEST. <br />PLATES - 20 GAUGE LOCK <br />GRIPPING 672-332 PSI PER PAIR <br />INCLUDES 33.0% INCREASE <br />TENSION 1785- 619 PLI PER PAIR <br />SHEAR 1045- 674 PLI PER PAIR <br />INCLUDES 33.3% INCREASE <br /> <br />TRUSS WEIGHT: 113.1 LBS <br />REVIEWED BY: <br />Robbins Engineering,Inc.'5555 <br />PO Box 280055 <br />Tampa, FL 33682 <br /> <br />CSI SIZE LUMBER 1.15FB <br />TOP 0.26 2X 4 SP-'2D 1960 <br />BTH 0.35 2X 4 SP-'2D 1960 <br />was 0.15 2X 4 SP-'3 980 <br />REPETITIVE MEMBER INCREASES: <br />FB 15.0% FT 0.0% FC 0.0% <br /> <br />REFER TO ROBBINS ENG. GENERAL <br />NOTES AND SYMBOLS SHEET FOR <br />ADDITIONAL SPECIFICATIONS. <br /> <br />LATERAL BRACING: <br />TOP CHORD - CONTINUOUS <br />BTH CHORD - CONTINUOUS <br />TRUSS SPACING - 24.0 IN. <br /> <br />JT TYPE PLATE SIZE X Y <br />A 2001 3.00 X 4.00 5.9 3.1 <br />B 3010 4.00 X 4.00 CTR 2.2 <br />C 2001 3.00 X 4,00 5.9 3.1 <br />0 1010 3.00 X 4.00 CTR CTR <br />E 1110 5.00 X 5.00 CTR 3.0 <br />F 1001 2.00 X 4.00 CTR CTR <br />G 1001 2.00 X 4.00 CTR CTR <br /> <br />NOTES: <br />1. TRUSSES MANUFACTURED BY - <br />Cox Lumber CO.,LOL <br />2. EMPIRICAL ANALOG IS USED. <br />3. WINO LOADS - ANSI/ASCE 7-98 <br />TRUSS IS DESIGNED AS A <br />MAIN WINO-FORCE RES SYSTEM <br />FOR EXTERIOR ZONE LOCATION <br />WINO SPEED - 120 MPH <br />MEAN ROOF HEIGHT - 15' <br />EXPOSURE CATEGORY - C <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 132 LBS. <br />5. FASTEN TRUSS TO BRG A <br />FOR 508 LBS OF UPLIFT, <br />WHILE PERMITTING NO UPWARD <br />MOVEMENT OF WALL OR BRG. <br />6. FASTEN TRUSS TO BRG C <br />FOR 506 LBS OF UPLIFT, <br />WHILE PERMITTING NO UPWARD <br />MOVEMENT OF WALL OR BRG. <br /> <br />STANDARD LOADING <br />LUMBER STRESS INCREASE: 33.0% <br />PLATE STRESS INCREASE: 33.0% <br />LOADING LIVE DEAD (PSF) <br />TOP CHO 30.0 7.0 <br />BTH CHO 0.0 10.0 <br />TOTAL 30.0 17,0 <br />SUPPORT CRITERIA <br />JT REACT WIDTH JT <br />LBS IN-SX <br />1048 7-10 C <br /> <br />47.0 <br /> <br />A <br /> <br />REACT WIDTH <br />LBS IN-SX <br />1048 7-10 <br /> <br /> LEFT RIGHT <br />HEEL OIN - 4SX OIN - 4SX <br />MEMBR CSI P(LBS) M@1ST M@2NO /, <br /> TOP CHORDS -1j <br />A-F 0.26 1672 C 1588 -1440 <br />F-B 0.25 1470 C 1440 -1103 <br />B-G 0.25 1470 C 1103 -1440 <br />G-C 0.26 1672 C 1440 -1588 <br /> BOTTOM CHORDS <br />A-E 0.35 1542 '1' 747 -620 <br />E-D 0.25 1049 '1' 620 -620 <br />D-C 0.35 1542 '1' 620 -747 <br /> WEBS <br />F-E 330 C E-B 500 '1' <br />B-O 500 '1' O-G 330 C <br />OL+LL OEFL = 0.12" IN E-O <br />LL DEFL = 0.06" < BRG-SPAN/240 <br />SPAN/OEFL (DL+LL) = 999 <br /> <br />obbins Engineering,lncJOnline Plus'. 1d 1996-2003 Version 15,5.016 Engineering. Portrait 12/15/03 3:S5:26t)"'ECnA i 6 2003 <br />