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<br />Job <br /> <br />Mark <br /> <br />03-722 <br /> <br />lA <br /> <br />U#1031 J#03-722 Carrs Const. <br /> <br />HO 4-1 <br /> <br />3-3-1 <br /> <br />3x6= <br />A <br /> <br />~ <br />! ! <br /> <br />W:710 <br />R:2056 <br />U: 999 <br /> <br />TC 1-4-0' <br />-BC- <br /> <br /> <br />Quan <br />2 <br /> <br />Type <br />HIPP <br />39450 <br /> <br />Span <br />200000 <br />South Ave. <br /> <br />PI-HI <br />5 <br /> <br />5x9= <br />B <br /> <br />I <br />5, <br />I <br /> <br />3-9-14 7-0-0 <br />~-----'-1-12- <br /> <br />13-0-0 <br />~-:Fl0-4 <br /> <br />Left OH <br />1- 4- 0 <br /> <br />Engineering <br />T03121728 <br /> <br />Right OH <br />1- 4- 0 <br /> <br />4x5' <br />C <br /> <br />HO 4-1 <br /> <br />J E <br />14x9= <br />V <br /> <br />~~ <br />I <br />W:710 <br />R:2056 <br />U: 999 <br /> <br />: 1-4-0 <br /> <br />16-2-2 <br /> <br />20-0-0 <br /> <br />20-0-0 <br /> <br />~"c-;----,___,_,,__, ,--,--, ------'____________,_ 20-0-0 <br /> <br />ALL PLATES ARE LOCK20, # = PLA'l'E SELEC'l'ED IN PLATE MONITOR <br /> <br />Robbins <br />Online Plus -- Version 15.5.016 <br />RUN DATE: 12-15-03 <br /> <br /> CSI SIZE LUMBER FB <br />TOP 0.78 2X 4 SP-1I2D 1700 <br />BTH 0.89 2X 4 SP-1I2D 1700 <br />WBS 0.23 2X 4 SP-1I3 850 <br />EXCEPTIONS: <br />B-C 2x 6 SP-1I2 1250 <br /> <br />LATERAL BRACING: <br />TOP CHORD - CONTINUOUS <br />BTH CHORD - CONTINUOUS <br />TRUSS SPACING - 24.0 IN. <br /> <br />UNIFORM LOADING <br />LUMBER STRESS INCREASE: <br />PLATE STRESS INCREASE: <br />UNI. LDG. LIVE DEAD <br />TOP CRD 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 />47,0 <br /> <br />GIRDER LOADING <br />LUMBER STRESS INCREASE: <br />PLATE STRESS INCREASE: <br />GRD. LDG. LIVE DEAD <br />TOP CRD 60,0 14.0 <br />BTH CHD 0.0 20.0 <br />TOTAL 60.0 34.0 <br />EXCEPTIONS: <br />B-C 135,0 31.6 <br />F-E 0.0 45.0 <br />CONCENTRATED LOADS (LBS) <br />F 420 (LIVE) <br />F 237 (DEAD) <br />E 420 (LIVE) <br />E 237 (DEAD) <br />SUPPORT CRITERIA <br />JT REACT WIDTH JT <br />LBS IN-SX <br />2056 7-10 D <br /> <br />33.0% <br />33.0% <br />(PLF) <br /> <br />94.0 <br /> <br />A <br /> <br />REACT WIDTH <br />LBS IN-SX <br />2056 7-10 <br /> <br />HEEL <br /> <br />LEFT <br />OIN - 4SX <br /> <br />RIGHT <br />OIN - 4SX <br /> <br />MEMBR CSI P(LBS) M@lST <br />TOP CHORDS <br />A-I 0.78 4049 C 4368 <br />I-B 0,58 4073 C -1915 <br />B-C 0.57 3844 C 3177 <br /> <br />M@2ND <br /> <br />1915 <br />-3177 <br />-3405 <br /> <br />TRUSS WEIGHT: 123.6 LBS <br />REVIEWED BY: <br />Robbins Enqineerinq,Inc.1I5555 <br />PO Box 280055 <br />Tampa, FL 33682 <br /> <br />Engineering, <br />MEMBR <br />C-J <br />J-D <br /> <br />Inc./Online P1us~ APPROX. <br />CSI P(LBS) M@lST M@2ND <br />0.61 4080 C 3405 1980 <br />0.78 4048 C -1980 -4406 <br />BOTTOM CHORDS <br />0.87 3679 '1' 1871 <br />0.74 3834 '1' 554 <br />0.89 3834 '1' -777 <br />0.87 3677 '1' 660 <br />WEBS <br />174 '1' F-B <br />101 C E-C <br />187 '1' <br /> <br />A-F <br />F-S1 <br />Sl-E <br />E-D <br /> <br />-554 <br />777 <br />-660 <br />-1827 <br /> <br />I-F <br />B-E <br />E-J <br /> <br />760 '1' <br />754 '1' <br /> <br />DL+LL DEFL = 0.34" IN Sl-E <br />LL DEFL = 0.18" < BRG-SPAN/240 <br />SPAN/DEFL (DL+LL) = 700 <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 />JT TYPE PLATE SIZE X Y <br />A 2001 3.00 X 6.00 6.9 3,0 <br />B 5150 5.00 X 8.00 2,2 3.5 <br />C 5101R 4.00 X 5.00 3.5 CTR <br />D 2001 3.00 X 6.00 6.9 3.0 <br />E 1070 4.00 X 8.00 CTR CTR <br />F 1030 3.00 X 4.00 CTR CTR <br />I 1001 2.00 X 4.00 CTR CTR <br />J 1001 2.00 X 4,00 CTR CTR <br />! S11100 4.00 X 6.00 CTR 0.0 <br />R = PLATE IS ROTATED BY 90 DEG <br /> SELECTED VIA PLATE MONITOR <br /> <br />obblns Engineering, IncJOnline Plus'. ~ 1996-2003 Version 15,5,016 Engineering - Portrait 12/15/03 3S52fO'EC-- i 6 2003 <br /> <br />i <br />> <br /> <br />Scale: 0,295" = l' <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. PREVENT TRUSS ROTATION AT <br />ALL BEARING LOCATIONS. <br />5. FASTEN TRUSS TO BRG A <br />FOR 889 LBS OF UPLIFT, <br />WHILE PERMITTING NO UPWARD <br />MOVEMENT OF WALL OR BRG. <br />6. FASTEN TRUSS TO BRG D <br />FOR 889 LBS OF UPLIFT, <br />WHILE PERMITTING NO UPWARD <br />MOVEMENT OF WALL OR BRG. <br />7. GIRDER CONDITION: <br />STEP DOWN HIP GIRDER WITH <br />KING-JACKS . <br />OPEN FACE COMMON JACKS. <br />GIRDER SETBACK 7,00 ft. <br />