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<br /> SUBJECT: US HOME, Eiland Park 10 UNIT DE#: <br /> DANSCO 15130-52-Z001, Bldg 1 260253 <br />DE ENGINEERING, LLC Permit # 5588 to 5598 <br /> CA 25948 Designed by: Date: Checked by: Date: <br /> CW 10/18/06 SK 2/4 <br /> <br />Problem: Engineering to revise truss layout from schematic to Universal Forest <br />Products truss layouts. <br /> <br />Solution: See sheet SK1 for floor framing plan, SK2 for floor connection schedule, <br />sK3 for roof framing plan and SK4 for uplift schedule. <br /> <br /> 2nd FLOOR FRAMING SIMPSON CONNECfORS SCHEDULE <br /> TRUSS JOINT GRAVITY CONNECTION QTY CONN. FASTENERS""' <br /> TYPE LOCA TJON (LBS) CAPACITY PER CONN. <br />'THE FOLLOWING CONNECTIONS ARE FOR THE LEFT HAND UNITS. FOR RIGHT HAND UNITS, REVERSE <br />iCONNECTIONS FROM LEFT TO RIGHT AND VICE VERSA <br /> I I <br /> BM3 LEFT 720 4 - 16d NAILS <br /> RIGHT 1379 HUSC410 1 1708 10-10d <br />: FRONT 448 HGUS46 1 2899 28- 1 Od <br /> BM4 INTERIOR 2741 4 - 16d NAILS <br /> REAR 1497 WMI46 1 3380 2-10d x 1 112" & 2-1/4" x, 3/4" <br />: TITEN SCREWS <br />. FG1 LEFT 905 4 - 16d NAILS <br /> RIGHT 574 HU210-2 1 2048 2B-1Dd <br /> FG1A LEFT 88B HUC210-2 , 204B 28- 1 Od <br /> RIGHT 825 HU210-2 1 2048 28-10d <br /> FG2 LEFT 986 HU21O-2 1 2048 28-1 Dd <br /> RIGHT B28 HUC210-2 , 2048 2B-10d <br />. <br /> FG2A LEFT 926 HU210-2 1 2048 2B-1Od <br />, RIGHT 1012 HUC21 0-2 1 204B 2B-10d <br /> , : <br /> <br />j"Double connectors to placed diagonally to each other. <br />l::g.,Q.'lQLdrJye n~jls thr9u9h the truss-Rlate on the opposite side ofthe truss which could <br />i force the plate "off tti-etru.ss:'-'..-..-"'" ..--.-...-.......--.-.. ....'--...r-....-..-.-.......-._m............m.........m.__ -...........---.......... <br />::~.JY1Q.L.J_'l~Q.~eJ1~~li~:.,.J...._..____j___._.._'.m.'_.._-"--.-_1___...._.mL..__._.____._.___.__.__... <br /> <br />2nd FLOOR FRAMING SIMPSON CONNECTORS SCHEDULE <br /> <br />o SAMUEL A GREENBERG, P.E. # 34245 <br /> <br />~ THUY H. HUYNH, P.E. # 60122 <br /><0 IRWIN J. BENSON, P.E. # 49758 <br />. PLFASEREFER 10 1HEORIGINAL SIGNED AND <br />SFALED CONSlRUCTION DOCUMl!NlS FOR <br />FURlHER INFORMATION NOTSHOWN <br />*10 1HEBESTOFlHEENGINIERS KNOWLEDGE <br />AND BELIEF, 1HE SlRUClURAL PLANS AND <br />SPECIFICATIONS COMPLY WflH 1HEFLORIDA <br />RESlDlNnAL CODE, SECTION roO! FOR 119.9 <br />MPH 3 SEC. GUST EXPO SURE nBn ENCWSED <br />WIND WNE(2004 EDmON, INCLUDING 2005 <br />SUPPLF.MENT\. <br />. lHIS DRAWING AND DESIGN IS VALID FOR 12 <br />M.<?~'J.HS _~..!!!!..I?,!I-"IE_~g~~..1'~-,-. <br />. SIGNED AND SFALED FOR 1HESlRUClURAL <br />PARTOFlHIS DRAWING ONLY. <br /> <br />;)~zC <br />OCT 1 B 2006 <br /> <br />P.O. Box 3400 <br /> <br />Apollo Beach, Florida <br /> <br />(813) 645-0166 <br /> <br />Fax (813) 645-9698 <br />