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<br />Job <br /> <br /> <br />Hark <br /> <br />03-722 <br /> <br />IB <br /> <br />U#1031 J#03-722 Carrs <br /> <br />HO 4-1 <br /> <br />4-1-1 <br /> <br />3x4= <br />A <br /> <br />~ <br /> <br />W:710 <br />R: 1048 <br />U: 522 <br /> <br />TC' 1-4-0 <br />~BC-;------ <br /> <br />4-9-14 <br /> <br />Robbins <br />Online Plus -- Version 15.5.016 <br />RUN DATE: 12-15-03 <br /> <br />CSI SIZE LUMBER l,15FB <br />TOP 0.25 2X 4 SP-#2D 1960 <br />BTH 0.42 2X 4 SP-#2D 1960 <br />was 0.18 2X 4 SP-#3 980 <br />REPETITIVE MEMBER INCREASES: <br />FB 15.0% FT 0.0% FC 0.0% <br /> <br />LATERAL BRACING: <br />TOP CHORD - CONTINUOUS <br />BTH CHORD - CONTINUOUS <br />TRUSS SPACING - 24.0 IN. <br /> <br />STANDARD LOADING <br />LUMBER STRESS INCREASE: 33.0% <br />PLATE STRESS INCREASE: 33,0% <br />LOADING LIVE DEAD (PSF) <br />TOP CHD 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 0 <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@lST M@2ND <br /> TOP CHORDS <br />A-I 0.25 1675 C 1026 -1250 <br />I-B 0.19 1288 C 1250 -392 <br />B-C 0.13 1183 C 631 -632 <br />C-J 0.19 1288 C 394 -1249 <br />J-D 0.25 1675 C 1249 -1027 <br /> BOTTOM CHORDS <br />A-F 0.42 1547 T 1326 -927 <br />F-E 0.31 1182 T 927 -929 <br />E-O 0.42 1547 T 929 -1325 <br /> WEBS <br />I-F 406 C F-B 279 T <br />B-E 90 T E-C 279 T <br />E-J 406 C <br /> <br />DL+LL DEFL = 0.14" IN A-F <br />LL DEFL = 0.06" < BRG-SPAN/240 <br />SPAN/DEFL (DL+LL) = 999 <br /> <br />Quan <br />2 <br /> <br />Span <br />200000 <br />South Ave. <br /> <br />Type <br />HIPP <br />39450 <br /> <br />P1-H1 <br />5 <br /> <br />4x8= <br />B <br /> <br />4x4= <br />C <br /> <br />5' <br /> <br /> <br />2x4-::- <br />I <br /> <br />F <br />5x8= <br /> <br />SPL <br /> <br />E <br />3x8= <br /> <br />9~1-12 <br /> <br />9-0-0 <br /> <br />11-0-0 I <br />10~1~ ' <br />20-0-0---- <br />ALL PLATES ARE LOCK20 <br /> <br />Engineering, Inc./Online Plus~ APPROX. <br />PLATING CONFORMS TO 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 />Left OH <br />1- 4- 0 <br /> <br />Engineering <br />T03121728 <br /> <br />Righ t OH <br />1- 4- 0 <br /> <br />HO 4-1 <br /> <br />2x4::o <br />J <br /> <br /> <br />~ '~<= <br />~ <br />I ' <br /> <br />W:710 <br />R:1048 <br />U: 522 <br /> <br />1-4-0 <br /> <br />15-2-2 <br /> <br />I <br />20-0-0 <br /> <br />20-0-0 <br /> <br />=::0 <br /> <br />Scale: 0,295" = l' <br /> <br />TRUSS WEIGHT: 122.3 LBS <br />REVIEWED BY: <br />Robbins Engineering,Inc.#5555 <br />PO Box 280055 <br />Tampa, FL 33682 <br /> <br />JT TYPE PLATE SIZE X Y <br />A 2001 3.00 X 4.00 5.9 3.1 <br />B 5150 4.00 X 8.00 2.2 CTR <br />C 5101 4.00 X 4,00 CTR CTR <br />0 2001 3.00 X 4.00 5,9 3.1 <br />E 1070 3.00 X 8.00 CTR CTR <br />F 1130 5.00 X 8.00 CTR 3.0 <br />I 1001 2.00 X 4.00 CTR CTR <br />J 1001 2.00 X 4.00 CTR CTR <br /> <br />Robbins Engineering, Inc.lOnline Plus'.'~ 1996-2003 Version 15,5,016 Engineering - Portrait 12/151033:5S:2en'EC i 6 2003 <br /> <br />REFER TO ROBBINS ENG. GENERAL <br />NOTES AND SYMBOLS SHEET FOR <br />ADDITIONAL SPECIFICATIONS. <br /> <br />NOTES: <br />1. TRUSSES MANUFACTURED BY - <br />Cox Lumber CO.,LOL <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 - 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 121 LBS. <br />5. FASTEN TRUSS TO BRG A <br />FOR 522 LBS OF UPLIFT, <br />WHILE PERMITTING NO UPWARD <br />MOVEMENT OF WALL OR BRG. . <br />6. FASTEN TRUSS TO BRG 0 <br />FOR 522 LBS OF UPLIFT, <br />WHILE PERMITTING NO UPWARD <br />MOVEMENT OF WALL OR BRG. <br />