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<br />I I <br /> <br /> SUBJECT: US HOME, Eiland Park 10 UNIT DE#: <br />lJE DANSCO 15130-52-Z024, Bldg 24 260249 <br />ENGINEERING, LLC Permit # 6007 to 6016 <br /> CA 25948 lDesigned by: Date: Checked by: Date: <br /> CW 10/18/06 SK 4/4 <br /> <br />!21oblem: Engineering to revise truss layout from schematic to Universal Forest <br />Products truss layouts. <br /> <br />fu#ution: 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 />i UPLIFT SCHEDULE <br />UPLIFT VALUES SHOWN ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE <br />. DIFFERENT FROM TRUSS MANUFACTURER'S VALUES <br /> <br />fm~~~~--Lo~glWON -~t~~. CO!,!~~gTIQ_~_ 9IX C~;C~rTv,-----,-E~~~~gg~~~___m_~ <br /> <br />THE FOLLOWING CONNECTIONS ,.I.I,RE FOR THE LEFT HAND UNITS, FOR RIGHT HAND UNITS, REVERSE <br />!CONNECTIONS FROM LEFT TO RIGHT AND VICE VERSA <br /> <br />, <br /> <br />E2A <br /> <br />FRONT <br />REAR <br /> <br />1206 <br />1134 <br /> <br />HTS2D <br />HHETA20 <br /> <br />1450 <br />2235 <br /> <br />24-1Od l( 1 112" <br />1D-lDdx1112" <br /> <br /> <br />22-10d x 1 112" &518" EMBED, <br />INTO SIMPSON SET EPOXY <br />USP KLEG HANGER (SEE DETAIL AlS2.2 ON ORIGINAL S&S FOR <br />UPLIFT CONNECTION) <br />I I <br />i NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON HHET A20 FOR <br />iMASONRY; SIMPSON H10 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS <br />i UNLESS OTHER WISE NOTED. <br />'-.....---.---------.--..-----....-------.--.........-......--.--........----......-.....-.--....--..--..----...--.------..--.---.----.-------............----..------........-- <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAP ACIIY', <br />, <br />1 <br /> <br />LEFT <br /> <br />2975 <br /> <br />MGT(l) <br /> <br />3140 <br /> <br />G1 <br /> <br />RIGHT <br /> <br />2975 <br /> <br />HHETA20 <br /> <br />2235 <br /> <br />1D-1Dd x 1 112" <br /> <br />H10 <br /> <br />850 <br /> <br />16-Bd x 1 1/2" <br /> <br />D SAMI 'JEL A GREENBERG, P.E. # 34245 <br /> <br />r:a- THU H. HUYNH, P.E. # 60122 <br />, D IRWI J. BENSON, P.E. # 49758 <br />. PLI<::ASE IEFFR 10 1HEORIGINALSIGNEDAND <br />SFALED C NsmUCnON DOCUMENIS FOR <br />FUR1HER FORMAlIONNOTSHOWN <br />'10 TIIEB CSTOF'IHEENGINEERS KNOWLEDGE <br />AND BELD ,'IHE S'IlRUClURAL PLANS AND <br />SPECIFIC nONS COMPLY WIn! 'IHEFLORIDA <br />RESllJIiNIl LCODl!, SEClIONRJOl FOR 119.9 <br />MPH 3 SEx: GUSTE!a'OSURE "B" lNCWSED <br />WINIl W1 (1004 JttJmON, INCLUDING 2005 <br />SUPPT.F.MI IT.. <br />. 'IHIS DR, WING AND DESIGN IS VALID FO R 11 <br />~Q~~ ~:I.!!t!?.~~_s._!Q!'l!!!pm _~~__ <br />. SIGNED NO SEAUEl> FOR 'IHESmUClURAL <br />PARTOF'I IS DRAWING ONLY. <br /> <br />UPLIFT SCHEDULE <br /> <br />REFER TO ORIGINAL S&S FOR INFO. NOT SHOWN <br /> <br />r'\(. ". /7. (' <br />"J // <br />-='" ~ <br />[) <br />OCT 1B 2006 <br /> <br />P. b. Box 3400 <br /> <br />Apollo Beach Florida <br /> <br />(813) 645-0166 <br /> <br />Fax 813) 645-9698 <br />