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<br />I I <br /> <br /> SUBJECT: US HOME, Eiland Park 10 UNIT DE#: <br />IJE DANSCO 15130-52-Z024, Bldg 24 260249 <br />ENGINEERING, LLC Permit # 6007 to 6016 <br /> CA 25948 Designed by.' Date.' Checked by.' Date.' <br /> CW 10/18/06 SK 4/4 <br /> <br />Prloblem: Engineering to revise truss layout from schematic to Universal Forest <br />Products truss layouts. <br /> <br />fu1~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 />-~ --~.,~. ...~ ~- .~." _. - .~..'.. - ~- --, --- .....-..~~, ____w_._.~..~ ~~A'_.._ <br />! : UPLIFT SCHEDULE <br />UPLIFT VALUES SHOWN ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE <br />DIFFERENT FROM muss MANUFACTURER'S VALUES <br />TRUSS JOINT UPLIFT CONNECTION QTY CONN. FASTENERS"'''' <br />..__.__.~.._---_._...__. '--'-'--...'-"-' ___.h_______._. __._..........._____.....___.. _____....h ._____.__.___ ...._....._.._.__._..__.._...____._...._..............___ <br />riPE LOCATION (LBS) CAPACITY PER CONN. <br />iTHE FOLLOWING CONNECTIONS ,A,RE FOR THE LEFT HAND UNITS. FOR RIGHT HAND UNITS, REVERSE <br />iCONNECTIONS FROM LEFT TO RIGHT AND VICE VERSA <br /> <br />! E2A FRONT 1206 HTS2D 1 1450 24-1Dd )( 1 1/2" <br />REAR 1134 HHETA2D 1 2235 1D-1Dd )( 1 1/2" <br /> LEFT 2975 MGT(l) 1 3140 22-10d x 1 1/2" &. 518" EMBED. <br /> INTO SIMPSON SET EPOXY <br /> G1 USP KLEG HANGER (SEE DETAIL .JlJS2.2 ON ORIGINAL S&.S FOR <br /> RIGHT 2975 <br />, UPLIFT CONNECTION) <br /> <br />I <br />'NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON HHET A20 FOR <br />: MASONRY; SIMPSON H10 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS <br />: UNLESS OTHER WISE NOTED. <br />'--.--.----.-----..--.--..............----.-...---..........-...---..-.-.----.-.--.-.....--..---.--....----........-...-.---.-.-.-.--.--...----.......---..--.-...---...-- <br />:THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAP ACITY. <br /> <br />MASONRY <br /> <br />HHETA20 <br /> <br />2235 <br /> <br />1D-1Dd )( 1 1/2" <br /> <br />. TIMBER <br />,- <br /> <br />H10 <br /> <br />850 <br /> <br />16-Bd x 1 1/2" <br /> <br />HUNG HUS26 1 1317 20-10d <br />t~P~~P.l~.f9.!l~~!9.r:?JQ_pl.?l.(:;_~991.?lgQ!!~t1~1()_~~_~!l-91t:!?r .1-----.---___________._____,_._______""_ _"_.__ <br />.~~Qc:l_DQt9fjY_~_nai I~Jb'!?\Jgh.!b.~Jru55 Dla~~-QQJ.b~_9.ppQ?l!~_?i_g_~_Qf,.!b,E:lJcl.!!i?_~_hl~_b_~9._~1cL "'_..__.. <br />L!.Q!.:~.?Jh~plat~_gff_t.b~tn:J.!i?:,._,_ ,___.._______~_____~___..___.,'____________________,___ ______"'.'",, <br />....... Mounted vertically. i <br />I ,(1) Connection at the exterior wall <br /> <br />---------..----..-.-----------.------.-----------O-PLI FT SCHEDULE <br /> <br />D SAM "EL A GREENBERG, P.E. # 34245 <br /> <br />Is THUl. H. HUYNH, P.E. # 60122 <br /> <br />.. D IRWI J. BENSON, P.E. # 49758 <br /> <br />. PLEASEI rEi'ER 10 1HE ORIGINAL SIGNED AND <br />SFALED C NS'IRUCTION DOCUMI!N'IS FOR <br />FUR1HJiR FORMA,TIONNOTSHOWN <br />'10 1HEB STOFTHEI!NGINEERS KNOWLEDGE <br />AND BELlI! , lHE S11tUCnJRAL PLANS AND <br />SPECIFICA PONS CPMPLY WI1H 1HEFLORIDA <br />RESml!NTI ~COD~ SECTION RJOl FOR 119.9 <br />MPH 3 SECi GUST WO SURE "B"I!NCLOSED <br />WIND Wl'I (2004 'EDmON, INCLUDING 2005 <br />SUPPLEME'rTl. <br />. 1HlS DIU WING ~ DESIGN IS VALID FO R 12 <br /> <br />~~~=.~ ~~~~i~~1i:~'-- <br /> <br />PARTOFI IS DRAWING ONLY. <br /> <br />REFER TO ORIGINAL S&S FOR INFO. NOT SHOWN <br /> <br />"\ ~ C' <br />;-, , . /i <br />~~C <br />OCT 1 8 2006 <br /> <br />P .<D. Box 3400 <br /> <br />Apollo Beach Florida <br /> <br />(813) 645-0166 <br /> <br />Fax 813) 645-9698 <br />