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<br />Job <br /> <br />Mark <br /> <br /> <br />Quan <br />4 <br /> <br />Type <br />MONO <br />39450 <br /> <br />Span P1-H1 <br />91013 3.536 <br />South Ave. <br /> <br />Left OH <br />1-10-10 <br /> <br />Right OH <br />o <br /> <br />Engineering <br />T03121728 <br /> <br />03-722 <br /> <br />HJ7 <br /> <br />U#1031 J#03-722 Carrs <br /> <br />HO 3-2-13 <br /> <br />HO 3-13 <br /> <br />2x4 <br />B <br /> <br />3x4= <br />A <br /> <br /> <br />2x4:o <br />E <br /> <br /> <br />C <br />3x4= <br /> <br />3.536 <br /> <br />3-2-13 <br /> <br /> <br />[><1 <br />I <br />! <br /> <br />~ <br />i I <br />I <br /> <br />W: 1013 <br />R: 439 <br />U: 234 <br /> <br />W:108 <br />R: 437 <br />U: 119 <br /> <br />TC <br />BC <br /> <br />1-10-10 <br /> <br />!i::2=!L. <br /> <br />9~-10-13 <br />9-10-13 <br />ALL PLATES ARE LOCK20 <br /> <br />~_-.19.=-1~._.._ <br /> <br />~~----- <br /> <br />~ <br /> <br />Scale: 0,429" = l' <br /> <br />Robbins <br />Online Plus -- Version 15.5.016 <br />RUN DATE: 12-15-03 <br /> <br />CSI <br />TOP 0.46 <br />BTH 0,55 <br />WBS 0.47 <br /> <br />SIZE LUMBER <br />2X 4 SP-1f2D <br />2X 4 SP-1f2D <br />2X 4 SP-1f3 <br /> <br />FB <br />1700 <br />1700 <br />850 <br /> <br />Engineering, Inc./Online Plus~ APPROX. <br />MEMBR CSI P(LBS) M@lST M@2ND <br />E-B 0.46 75 C -837 10 <br />BOTTOM CHORDS <br />0.55 899 T 2105 <br />WEBS <br />o T <br /> <br />A-C <br /> <br />TRUSS WEIGHT: 55.8 LBS <br />REVIEWED BY: <br />Robbins Engineering,Inc,1f5555 <br />PO Box 280055 <br />Tampa, FL 33682 <br /> <br />-6 <br /> <br />C-B <br />E-C <br /> <br />0,15 <br />949 C <br /> <br />o <br /> <br />o <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 />DL+LL DEFL = 0.26" IN A-C <br />LL DEFL = 0.00" < BRG-SPAN/240 <br />SPAN/DEFL (DL+LL) = 465 <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 144 LBS. <br />5. FASTEN TRUSS TO BRG A <br />FOR 234 LBS OF UPLIFT, <br />WHILE PERMITTING NO UPWARD <br />MOVEMENT OF WALL OR BRG. <br />6. FASTEN TRUSS TO BRG C <br />FOR 119 LBS OF UPLIFT, <br />WHILE PERMITTING NO UPWARD <br />MOVEMENT OF WALL OR BRG. <br />7. FASTEN TRUSS TO BRG B <br />FOR 239 LBS OF UPLIFT, <br />WHILE PERMITTING NO UPWARD <br />MOVEMENT OF WALL OR BRG. <br />8. GIRDER CONDITION: <br />KING JACK GIRDER. <br />TIE-IN JACKS ON TOP&BTH. <br />GIRDER SETBACK 7.00 ft. <br /> <br />UNIFORM LOADING <br />LUMBER STRESS INCREASE: <br />PLATE STRESS INCREASE: <br />UN!. LDG. LIVE DEAD <br />TOP CHD 30.0 7.0 <br />BTH CHD 0.0 10.0 <br />TOTAL 30.0 17.0 <br /> <br />33.0% <br />33.0% <br />(PSF) <br /> <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 />47.0 <br /> <br />GIRDER LOADING <br />LUMBER STRESS INCREASE: <br />PLATE STRESS INCREASE: <br />GRD. LOG. LIVE DEAD <br />TOP CHD 60.0 14.0 <br />BTH CHD 0.0 20.0 <br />TOTAL 60.0 34.0 <br />EXCEPTIONS: <br />LINEAR VARIATION <br />ALONG A-B <br />AT A 0.0 <br />AT B 148.6 <br />LINEAR VARIATION <br />ALONG A-C <br />AT A 0.0 <br />AT C 0.0 <br />SUPPORT CRITERIA <br />JT REACT WIDTH <br />LBS IN-SX <br />439 10-13 C <br />312 1- 8 <br /> <br />33.0% <br />33.0% <br />(PLF) <br /> <br />94.0 <br /> <br />JT TYPE PLATE SIZE X Y <br />A 2001 3.00 X 4.00 7.7 3,2 <br />B 4200 2.00 X 4.00 CTR CTR <br />C 4010 3.00 X 4.00 CTR CTR <br />E 1001 2.00 X 4.00 CTR CTR <br /> <br />0.0 <br />34.6 <br /> <br />0.0 <br />49.6 <br /> <br />Provide connection to prevent truss from <br />sliding off bearing, <br /> <br />A <br />B <br /> <br />JT REACT WIDTH <br />LBS IN-SX <br />437 1- 8 <br /> <br />HEEL <br /> <br />LEFT <br />OIN - 2SX <br /> <br />RIGHT <br /> <br />MEMBR CSI P(LBS) M@lST M@2ND <br />TOP CHORDS <br />A-E 0.41 908 C -1141 -3032 <br /> <br />obbins Engineering,lnc./Online Plus'. ~ 1996-2003 Version 15.5.016 Engineering - Portrait 12115/033:S527[)'EC i 6 2003 <br />