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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 /> <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 />iUPLlFT 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 QTY CONN. FASTENERS'''' <br />....._._.________.... _________".... ____..._.__.___ "."______......____m__._....._...._ __....._ ___.__.........._ ___...._.__.....___.___.__._._...._........_.__._... <br />TYPE LOCATION (LBS) CAPACITY PER CONN. <br />iTHE FOllOWING CONNECTIONS ARE FOR THE lEFT HAND UNITS. FOR RIGHT HAND UNITS, REVERSE <br />iCONNECTlONS FROM LEFT TO RIGHT AND VICE VERSA <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 />24-1Dd x 1 112" <br />1O-10d x 1112" <br /> <br /> <br />1 3140 22-1Dd x 1112" &.516" EMBED. <br />INTO SIMPSON SET EPOXY <br />USP KLEG HANGER (SEE DETAIL NS2.2 ON ORIGINAL S&S FOR <br />UPLIFT CONNECTION) <br />I I <br />,NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON HHETA20 FOH~ <br />!MASONRY; SIMPSON H10 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS <br />! UNLESS OTHER WISE NOTED. <br />.._..__..........__...._.___.__.__..._ ..__..__._..___.___m_____.___.._.._...____._.___.___.__._......___.__._________._..........._._.._.___ '.'_'_"_' <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br /> <br />LEFT <br /> <br />2975 <br /> <br />MGT(1) <br /> <br />G1 <br /> <br />RIGHT <br /> <br />2975 <br /> <br />; MASONRY <br /> <br />HHETA20 <br /> <br />2235 <br /> <br />1D.1Dd x 1. 112" <br /> <br />TIMBER <br /> <br />H1D <br /> <br />850 <br /> <br />16-Bd x 1 112" <br /> <br />HUNG HUS26 1 1317 2D-1Dd <br />l:"QQ~ble ~g[!D_~_~_~9_r:?_tQ..pJ~f~fLc:ljElg9nall~_!Q_~_!;lft!_CJJ!1er .j.__.____~__________________._..________i <br />.~.:Q.qJ:!QJ.c:I!j~~_D?I.i.t!?!hc9~gb_!h~P:g~?1?!E1!~_.9..D_!D~L9..QPQ~jJ~_~ic:l_~_.9f!Q:~lT:~??~hi~b~Qyl~t--.. ...___1 <br />if9.r.~~_tt!~1?late off the truss. i ; i .' . . . : <br />! ...... Mounted va rtica"y~-T--------T-------------T---T---- ----.---~------ -----------! <br />i(1) Connection at the exterior wall i '; , <br />--------..-----------.-----------.--.-U-PLl Ff-sCHEO[f[E--..---.----...-----. <br /> <br />o SAMUEL A GREENBERG, P.E. # 34245 <br /> <br />i!!!J; THUY H. HUYNH, P.E. # 60122 <br /> <br />o IRWIN J. BENSON, P.E. # 49758 <br /> <br />"PLFASEREFE'R 10 TIlEORIGINALSIGNID AND <br />SEALED CONS1RUCTION DOCUMENTS FOR <br />FURlHER INFORMATION NOT SHOWN <br />"10 lHEBESTOFTIlEENGINEERS KNOWLEDGE <br />AND BELIEF, lHES1RUCWRALPLANS AND <br />SPECIFICATIONS COMPLY WTIH TIlEFLORIDA <br />RESIDENTIAL CODE, SECTION roOl FOR 119.9 <br />MPH 3 SEC. GUSTEXPOSURE"B" ENCLOSED <br />WIND ZONE (2004 EDmaN, INCLUDING 2005 <br />SUPPLEMEN"I). <br />" TIllS DRAWING AND DESIGN IS VALID FOR 12 <br />~or:<:::I.!!.S ~_~_!>.A~_fi.I.~_~ A@~!ALED. <br />" SIGNED AND SFALED FOR lHES1RUCWRAL <br />PARTOFlHlS DRAWING ONLY. <br /> <br />REFER TO ORIGINAL S&S FOR INFO. NOT SHO"WN <br /> <br />~j?(L <br />OCr 181 2006 <br /> <br />P.O. Box 3400 <br /> <br />Apollo Beach, Florida <br /> <br />(813) 645-0166 <br /> <br />Fax (813) 645-9698 <br />