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<br />. US HOME, Eiland Park 10 UNIT DE#: <br />~ SUBJECT: <br /> DANSCO 15130-52-Z001, Bldg 1 260253 <br />DE ENGINEERING, LLC Permit # 5588 to 5598 <br />CA 25948 <br /> Designed by: Date: Checked by: Date: SK 4/4 <br /> cw 10/18/06 <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 />,UPLIFT SCHEDULE <br />UPLIFT VALUES SHOWN ARE CALCULATED BASED ON CONSERVATIVE APPROACH AND CAN BE <br />DIFFERENT FROM TRUSS MANUFACTURER'S VALUES <br />r TRUSS JOINT UPLIFT CONNECTION QTY CONN. FASTENERS"'"' <br />I 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 />G1 <br /> <br />FRONT 1206 HTS20 1 1450 24-1Dd )( 1 112" <br />REAR 1134 HHETA20 1 2235 10-1Od )( 1 112" <br />LEFT 2975 MGT(l) 1 3140 22-lOd)( 1 112" 8. 518" EMBED. <br />INTO SIMPSON SET EPOXY <br />RIGHT 2975 USP KLEG HANGER (SEE DETAIL NS2.2 ON ORIGINAL S&S FOR <br /> UPLIFT CONNECTION) <br /> <br />E2A <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 />....... ...... ...... .-........ ............m..... .................... .........._........ ........ ..... "._. ............... ......... ....... ._.. ..... ......... ......................._....... <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACIlY <br /> <br />, MASONRY <br /> <br />HHETA2D <br /> <br />2235 <br /> <br />1O-1Dd)( 1 112" <br /> <br />TIMBER <br /> <br />HlO <br /> <br />850 <br /> <br />16-Bd )( 1 112" <br /> <br />HUNG HUS26 1 <br />."PCJLJI::l,IE?C::9flfl,EOl,ct()gi"t()"plE3c;EOlcj,.,cjiE39ClflE3l1y,.tQ",EOlE3c:b",9tb,E?r",.", <br />~~pQfl()t(jriy~J1ail?mr()ugbthetrLJ55 plE3tE?",Oflth~()pp()!5itE??icje()f thEOltrU?5V\1hichcQuldm" <br />: fQrc:eJh~plE3tE?()ffth~tru?? m m _m <br />· "_~:t0.Q~IJ!~..Q_-ye rtLcallY.:.____ ______________ '_.. ...__.____._~__._.~__.,_____ ..' ..."___ ..__ ._____ <br />,(1) Connection at the exterior wall <br /> <br />1317 <br /> <br />20-1Od <br /> <br />D SAMUEL A GREENBERG, P.E. # 34245 <br /> <br />i!!J> THUY H. HUYNH, P.E. # 60122 <br />'D IRWIN J. BENSON, P.E. # 49758 <br />* PLFASEREFER ro lHEORIGINALSIGNED AND <br />SFALED CO NSlRUCTION DOCUMlNlS FOR <br />FUR1HER INFORMATION NOT SHOWN <br />*ro lHEBESTOFlHEmGINURS KNOWLIDGE <br />AND BELIEF, lHESlRUClURALPLANS AND <br />SPECIFICATIONS COMPLY WIlH lHEFLORIDA <br />RESIDmTIAL CODE, SECTION roO! FOR 119.9 <br />MPH 3 SEC. GUSTEXPOSURE"B" mCWSED <br />WIND WNE(2004 EDmON, INCLUDING 2005 <br />.~!l~~~'I2:..._.._._~._____,._,___,..______ <br />* lHIS DRAWING AND DESIGN IS VALID FOR 12 <br />MONlHS A~ lHE DAlE SIGNED Al'!])_SFALIill,.._ <br />* SIGNED AND SFALED FOR lHESlRUClURAL <br />PARTOFlHIS DRAWING ONLY. <br /> <br />, ',."'(JP[TFf"'SCHED(J['E..'... <br /> <br />REFER TO ORIGINAL S&S FOR INFO. NOT SHOWN <br /> <br />%~~6 <br /> <br />P.o. Box 3400 <br /> <br />Apollo Beach, Florida <br /> <br />(813) 645-0166 <br /> <br />Fax (813) 645-9698 <br />