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<br />HO 4-1 <br /> <br /> " <br />Quan Type Span P1-H1 Left OH Right OH <br />8 JCB3 70000 5 1- 4- 0 0 <br /> 39450 South Ave, <br /> HO 3-3-1 <br /> B <br /> <br />Engineering <br />T03121728 <br /> <br />Job <br /> <br />Mark <br /> <br />03-722 <br /> <br />EJ7 <br /> <br />U#1031 J#03-722 Carrs Const. <br /> <br />5 <br /> <br />x <br /> <br />3-3-1 <br /> <br />3x4= <br />A <br /> <br />2-16d toenails <br />R: 221 <br />U: 194 <br /> <br />~ <br /> <br />C <br /> <br />X <br /> <br />W:710 <br />R: 453 <br />U: 250 <br /> <br />2-16d toenails <br />R: 91 <br />U: 5 <br /> <br />TC' 1-4-0 <br />-BC----~- ----~-~--- <br /> <br />7-0-0 <br />--'!"-Oc::O------ <br /> <br />~---~-- 7-0-0 <br />ALL PLATES ARE LOCK20 <br /> <br />:::0 <br /> <br />Scale: 0,453" = 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 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 />TRUSS WEIGHT: 30,5 LBS <br />REVIEWED BY: <br />Robbins Engineering,Inc.#5555 <br />PO Box 280055 <br />Tampa, FL 33682 <br /> <br />CSI SIZE LUMBER 1.15Fa <br />TOP 0.50 2X 4 SP-#2D 1960 <br />BTH 0,32 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 />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 CHD 0.0 10.0 <br />TOTAL 30.0 17.0 <br />SUPPORT CRITERIA <br />JT REACT WIDTH JT <br />LBS IN-SX <br />453 7-10 B <br />91 1- 8 <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 />For proper installation of <br />toe-nails, refer to the 2001 <br />National Design Specification <br />(NOS) for Wood Construction <br /> <br />47.0 <br /> <br />NOTES: <br />1, TRUSSES ~FACTURED 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 />EHCLOSED 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 226 LaS. <br />5. FASTEN TRUSS TO BRG A <br />FOR 250 LaS OF UPLIFT, <br />WHILE PERMITTING NO UPWARD <br />MOVEMENT OF WALL OR BRG. <br />6. FASTEN TRUSS TO BRG B <br />FOR 194 LBS OF UPLIFT, <br />WHILE PERMITTING NO UPWARD <br />MOVEMENT OF WALL OR BRG, <br /> <br />A <br />C <br /> <br />REACT WIDTH <br />LBS IN-SX <br />221 1- 8 <br /> <br />HEEL <br /> <br />LEFT <br />OIN - 4SX <br /> <br />RIGHT <br /> <br />MEMBR CSI P(LaS) M@lST M@2NO <br />TOP CHORDS <br />A-B 0.50 88 C -1789 0 <br />BOTTOM CHORDS <br />A-C 0.32 0 T -2142 0 <br />WEBS <br /> <br />DL+LL DEFL = 0.30" IN A-B <br />LL DEFL = 0.03" < BRG-SPAN/240 <br />SPAN/DEFL (DL+LL) = 283 <br /> <br />>bins Engineering, 'ncJOn/ine Plus'. ~ 1996-2003 Version 15.5,016 Engineering - Portrait 12/15/03 3:55:260ECnA i 6 2003 <br />