Laserfiche WebLink
<br />Job <br /> <br />Mark <br /> <br />Quan <br />8 <br /> <br />Type <br />JCB3 <br />39450 <br /> <br />Span <br />30000 <br />South Ave. <br /> <br />P1-H1 <br />5 <br /> <br />Left OH <br />1- 4- 0 <br /> <br />Right OH <br />o <br /> <br />Engineering <br />T03121728 <br /> <br />03-722 <br /> <br />CJ3 <br /> <br />U#1031 J*03-722 Carrs COnst. <br /> <br />HO 4-1 <br /> <br />HO 1-7-1 <br />B <br /> <br />T <br />i <br /> <br />5 <br /> <br />1-7-1 <br /> <br /> <br />y <br /> <br />C><i <br />I I <br /> <br />2-16d toenails <br />R:~ <br />U:~ <br /> <br />! . <br />W:710 <br />R: 266 <br />U: 181 <br /> <br />2-16d toenails <br />R: 37 <br />U: 5 <br /> <br />TC 1-4-0 3-0-0 <br />SC;------- ------------3.::0;;,-0- <br /> <br />~ <br /> <br />3-0-0 <br /> <br />> <br /> <br />ALL PLATES ARE LOCK20 <br /> <br />Scale: 0,507" = l' <br /> <br />Robbins <br />Online Plus -- Version 15.5.016 <br />RUN DATE: 12-15-03 <br /> <br />Engineering, Inc./On1ine P1us~ 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 LtlHBER <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: 14.8 LBS <br />REVIEWED BY: <br />Robbins Engineering,Inc.#5555 <br />PO Box 280055 <br />Tampa, FL 33682 <br /> <br />CSI SIZE LtlHBER 1.l5Fa <br />TOP 0.08 2X 4 SP-#2D 1960 <br />BTH 0.05 2X 4 SP-#2D 1960 <br />REPETITIVE MEMBER INCREASES: <br />Fa 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 />For proper installation of <br />toe-nails, refer to the 2001 <br />National Design Specification <br />(NOS) for Wood Construction <br /> <br />STANDARD LOADING <br />LtlHBER STRESS INCREASE: 33.0% <br />PLATE STRESS INCREASE: 33.0% <br />LOADING LIVE DEAD (PSF) <br />TOP CHD 30.0 7.0 <br />BTH CHD 0.0 10.0 <br />TOTAL 30.0 17.0 <br />SUPPORT CRITERIA <br />JT TYPE HORZ <br />LBS <br />-1 <br />o <br />o <br /> <br />JT TYPE PLATE SIZE X Y <br />A 2001 3.00 X 4.00 5,9 3.1 <br />B <br />C <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 116 LBS. <br />5. FASTEN TRUSS TO BRG A <br />FOR 181 LBS OF UPLIFT, <br />WHILE PERMITTING NO UPWARD <br />MOVEMENT OF WALL OR BRG. <br />6. FASTEN TRUSS TO BRG B <br />FOR 78 LBS OF UPLIFT, <br />WHILE PERMITTING NO UPWARD <br />MOVEMENT OF WALL OR BRG. <br /> <br />47.0 <br /> <br />A <br />B <br />C <br /> <br />PIN <br />HORZ RLR <br />HORZ RLR <br /> <br />VERT <br />LBS <br />266 <br />87 <br />37 <br /> <br />WIDTH <br />IN-SX <br />7-10 <br />1- 8 <br />1- 8 <br /> <br />HEEL <br /> <br />LEFT <br />OIN - 4SX <br /> <br />RIGHT <br /> <br />MEHBR CSI P (LBS) M@lST M@2NO <br />TOP CHORDS <br />A-B 0.08 35 C -98 0 <br />BOTTOM CHORDS <br />A-C 0.05 0 T -372 0 <br />WEBS <br /> <br />DL+LL DEFL = 0.01" IN A-B <br />LL DEFL = 0.00" < BRG-SPAN/240 <br />SPAN/DEFL (DL+LL) = 999 <br /> <br />:abbins Engineering, lnc./Online PlusH" ~.1996-2003 Version 155016 Engineering - Portrait 12/15/03 3'55'2€~lEA 0"".......1' <br />., , . 'U C 6 2003 <br />