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<br /> SUBJECT: US HOME, Eiland Park 10 UNIT DE#: <br /> DANSCO 15130-52-Z025, Bldg 25 260251 <br />DE ENGINEERING, LLC Permit # 5692 to 5701 <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 />I SK3 for roof framing plan and SK4 for uplift schedule. <br />,.......,~ v .,....~..y '~A",..'''~~u,. ~-,-~, ~. ,,~~ c_ _,..".~ ~. em_ ___'_'__ .,.....~, ^ '^ "..".w'~.vm_,__._.^._.~._..~__" ,~^.,^ ,^....vv._.._'WA. "'m~,,u,m <br /> UPLIFT SCHEDULE <br /> UPLIFT VALUES SHOWN ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE <br /> DIFFERENT FROM TRUSS MANUFACTURER'S VALUES <br />TRUSS JOINT UPLIFT CONNECTION QN CONN. F ASTENERS"* ...~ <br /> TYPE LOCATION (LBS) CAPACITY PER CONN. <br />THE FOLLOWING CONNECTIONS ARE FOR THE LEFT HAND UNITS. FOR RIGHT HAND UNITS, REVERSE <br />'CONNECTIONS FROM LEFT TO RIGHT AND VICE VERSA <br />. <br /> E2A FRONT 1206 HTS2D 1 1450 24-1Dd x 1 112" <br /> REAR 1134 HHETA20 1 2235 10-1Dd x 1 112" <br /> LEFT 2975 MGT(l) 1 3140 22-1Dd x 1 112" &. 518" EMBED. <br /> G1 INTO SIMPSON SET EPOXY <br /> RIGHT 2975 USP KLEG HANGER (SEE DETAIL A/S2,2 ON ORIGINAL S&.S FOR <br /> UPLIFT CONNECTION) <br />NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON HHETA20 FOR <br />MASONRY: SIMPSON H10 FOR FRAME: & HUS26 FOR HUNG TRUSSES ON GIRDERS <br />UNLESS OTHER WISE NOTED. <br />--........ ".. . '. .......... ........... ..............-.-. .... ...... ...~h..... .__............... n... "..'..........." _" ... .............. _ . .......... ._...... <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY <br /> , . <br />MASONRY HHETA2D 1 2235 1D-1Od x 1 112" <br />TIMBER H1D 1 850 16-Bd x 1 112" <br /> HUNG HUS26 1 1317 2D-1Od <br />. ~Q()LJpIEl~9nI"lEl~t()r?t()pICl~Elcjcji,?g(lI"lClIIYJ() .eCl~hC)thElr... <br />"~p()l"lot.cjriYElI"lElil::;Jtlr()LJ.ghJh.El..trLJSS p1at139n thElC) pp()sitEl?icjEl()LthElJ~LJSS\l\lhiC h~~()ulcj <br />fc:.lr~e~hepIEltl3()ffttlEltrLJ!J? . <br />^~~~~^^I!'1()IE!!,?gYEl!!i^~E1JlY~^~""_^. .......__.^_~_~.." ~....~ -"'~~-_~~-~N"-~-C'___~'~~<__"__'___'~___~_.m._,_,_~__^-----_~~,~.___..___,~_,,_~.~_,___._______,_,,_.,.'''m~' ."~,,,.._.-_.^--. <br />;(1) Connection at the exterior wall <br />..--..... .. - '_-"~""""_"_"..~_~._._~,,___..'_M..... _ . . -, - -..^,. .~....._-~~".,-^~,.. ^~.-.~..--_.--_. ~"-,, .. .~^~~UPLIF-rSCHE"DU[E~..- . ...._m.."'" <br />o SAMUEL A GREENBERG, P.E. # 34245 REFER TO ORIGINAL S&S FOR INFO. NOT SHOWN <br />S THUY H, HUYNH, P.E. # 60122 <br />La IRWIN J. BENSON, P.E. # 49758 <br />. PLFASEIUD:R TO lHE ORIGINAL SIGNED AND <br />SEALED CO NSlRUCTION DOCUMEN'IS FOR <br />FURlHER INFORMATIOl'O NOT SHOWN <br />-10 lHEB~TOFlHEINGINEERS KNOWLEDGE <br />AND BELIEF, lHESlRUCWRALPLANS AND / <br />SPJOC:IFICATIONS COMPLY WITH lHE FLORIDA I <br /> , '\ /7 (( ~ <br />RESIDINTIALCOD[, SJOC:ll0N R301 FOR 119.9 ~. (/ <br />MPH 3 SEC. GUST EXPOSURE "B" INCLOSED ,-, <br />WIND ZONE (2004 EDmON, INCLUDING 2005 '---')\ <br />SU!~l2:..^.___.___~.__._.___._ ocr 1 8 2006 <br />. lHIS DRAWING AND DESIGl'O IS VALID FOR 12 <br />.lI:1Q},/'I!l.~.~~~I)~~$.!<:;"'.I;!>_~S.FAI,EI:>,. . <br />. SIGNID AND SEALED FOR lHE SlRUCWRAL <br />PARTOFlHIS 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 />