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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 4/4 <br />Problem: Engineering to revise truss layout from schematic to Universal Forest <br /> Products truss layouts. <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 /> - - -..- - -< -.-- _w__ ..- ....,-~-~ ,-, <br /> : UPLIFT SCHEDULE <br /> UPUFTVALUES SHOWN ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE <br /> DIFFERENT FROM TRUSS MANUFACTURER'S VALUES <br /> TRUSS JOINT UPLIFT CONNECTION QTY CONN. FASTENERS*'" <br />-"..-....--..-------..- -----.-..-. ".---..----- '''-'---''''-'-'---''''--'.'-'---''''''''- ----......-- ----.--.....-.- -...-......--.--.---..-...--........---.....--.. <br /> TYPE LOCATION (LBS) CAPACITY PER CONN. <br />THE FOLLOWING CONNECTIONS ,A,RE FOR THE LEFT HAND UNITS. FOR RIGHT HAND UNITS, REVERSE <br />iCONNECTIONS FROM LEFT TO RIGHT AND VICE VERSA <br />i E2A FRONT 1206 HTS2D 1 1450 24-1Dd x 1 112" <br />REAR 1134 HHETA2D 1 2235 1O-1Dd x 1 112' <br />. <br /> LEFT 2975 MGT (1) 1 3140 22-10d x 1 112" & 51B" EMBED. <br /> INTO SIMPSON SET EPOXY <br /> G1 USP KLEG HANGER (SEE DETAIL AlS2.2 ON ORIGINAL S&S FOR <br /> RIGHT 2975 UPLIFT CONNECTION) <br /> I <br />: NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON HHETA20 FOh~ <br />iMASONRY; SIMPSON H10 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS <br />lh:J_~~~~_~..QltlER ~SE NOT..s.Q..:._.._.___.__._____.__._..___<.._.__________<.<<<,.._.._....,<<.<<< <br />tTHESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAP ACI1Y <br /> MASONRY HHETA2D 1 2235 10-1Ddx1 112" <br /> TIMBER H1D 1 850 16-Bd)( 1 112" <br /> HUNG HUS26 1 1317 20-1Dd <br />l~.Qq!!ble c:onlJ~ftQ.~_ to P..I.~f~g'_qjEl9Q!L~~!q.~.?L~b..9th~Lj_______~___.___.___._..._...____.._1 <br />l:~.Q.O'-QQ!grL~~__IJ~i.!~_t~r.qI,l9bJb_e..!!:!!::;?p.IEl!~.qn!b~_9.RP.q~1~..?ic:i.~__9U!J,~.!J:I,J??~tJ!fh.~9~I~L............._....._... <br />'force the plate off the truss.. ii' t <br />i;;,;-Mounted.veit,ca.ily~.;.-..-....--o.-.--..---'-...-..-.;.----;-....----.-.-.--..--...-.---.--.--..-- <br />1(1) Connection at the exterior wall ,; <br />---'-...-----.-----.--..---------.-U-pCiFr-..SCHEDULE--....-.-...-----...-..-. <br />D SAMUEL A GREENBERG, P.E. '# 34245 REFER TO ORIGINAL S&S FOR INFO. NOT SHOWN <br />i9 THUY H. HUYNH, P.E. '# 60122 <br />o IRWIN J. BENSON, P.E. # 49758 <br />"PLFASEREliER 10 TIlEORIGINALSIGN.ID AND <br />SEAL.ID CONSlRUCTION DOCUMENIS FOR <br />FUR'IHER INFORMATION NOT SHOWN <br />"10 TIlEBE'STOFTIlEENGINEEtS KNOWLEDGE <br />AND BELIEF, TIlESlRUC'IURALPLANS AND <br />SPEX::IF1CATIONS COMPLY WfIH TIlE FLORIDA (jL <br />RESIDENTIAL CODE, SEX::TION R30! FOR 119.9 ~ <br />MPH 3 SEX::. GUSTEXPOSURE "B" ENCLOSED <br />WIND WNE(2004 .IDIDON, INCLUDING 2005 <br />SUPPLEMENl). DC 18 2006 <br />" TIllS DRAWING AND DESIGN IS VALID FOR 12 <br />~,Q!'I~~~ ~.~~~.~!Q~~ S~. _ <br />. SIGNED AND SEALED FOR TIlESlRUC'IURAL <br />PARTOFTIlIS DRAWING ONLY. <br /> <br />P.O. Box 3400 <br /> <br />Apollo Beach, Florida <br /> <br />(813) 645-0166 <br /> <br />Fax (813) 645-9698 <br />