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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._~ -- _.. - -- i - .- ^~._- .- - ...~.- .- - <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 QTf CONN. F ASTENERS*'" <br />-_...._-~--_._-_.._. ------.-. ----....-..---.-- ---.--.......-.----.--.---...--....-.- -....-..-- -----.--- -...-......---------.-...-.-........---..-. <br />TfPE LOCATION (LBS) CAPACITf PER CONN. <br />iTHE FOLLOWING CONNECTIONS ARE FOR THE LEFT HAND UNITS. FOR RIGHT HAND UNITS, REVERSE <br />!CONNECTIONS FROM LEFT TO RIGHT AND VICE VERSA <br /> EM FRONT 1206 HTS20 1 1450 24-1Dd x 1112" <br /> REAR 1134 HHETA20 1 2235 1O-1Od x 1 112" <br /> LEFT 2975 MGT(l) 1 3140 22-10d x 1 1/2" &. SIB" EMBED. <br /> INTO SIMPSON SET EPOXY <br /> G1 USP KLEG HANGER (SEE DETAIL AlS22 ON ORIGINAL S&S FOR <br /> RIGHT 2975 UPLIFT CONNECTION) <br /> I <br />I NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON HHETA20 FOh~ <br />iMASONRY; SIMPSON H10 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS <br />iUNLESS OTHER WISE NOTED. <br />,...-___..._..._._____.__.____m ..-..-------.---.~......_._..___._.._...___._.__.._____m_._._._._____....___...__..__.m__._._..__............ <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY <br />" MASONRY HHETA20 1 2235 1O-1Dd x 1 112" <br />TIMBER H10 1 B5D 16-Bd x 1 1/2" <br /> HUNG HUS26 1 1317 20-10d <br />;~Qq!:J.ble ~_onn~.~t'?L?JQp.l~f.~f.Ldi alJ2!1all:d9...~_?lch..91h.ElLL.________.__________......__.._.,___._i <br />t:,~g..Q}!Qtgrive n..?li Is through the truss ~Iate on the opposite si de of the truss whi ch could . <br />L!9Tf.:~.!t!~pl~t~.~!fJhe..trus5~.-.T".". ....-........-.......-..; ... ....-r.-..-...........--..--..-.....-..-....-...-........-.-......... .............-1 <br />!...... Mounted verti caTiy:-'-. -......--.,.-.--..-....-.--.;--.--1..- ---.........-,-....-....---.. .--........--..-..-.-....-, <br /> N____.__' <br />i(1) Connection at the exterior wall! ;; , . : <br />--..-.----.--.---.---------..-----.-..-UPLl FTscFiEOU'LE--...-.-.----.--....-. <br />D SAMUEL A GREENBERG, P.E. # 34245 REFER TO ORIGINAL S&S FOR INFO. NOT SHOWN <br />pg:, THUY H. HUYNH, P.E. # 60122 <br />o IRWIN J. BENSON, P.E. # 49758 <br />"PLFASEREFER 10 TIlE ORIGINAL SIGNIiD AND <br />SEALED CONSlRUCTION DOCUMENlS FOR <br />FUR'IHER INFORMATION NOT SHOWN <br />"10 TIlEBFSTOF'IHEENGINFERS KNOWLEDGE <br />AND BELIIiF, TIlESlRUCTURALPLANS AND <br />SPECIFlCATIONS COMPLY wrm mE FLORIDA fL <br />RESIDEl/lIALCODE, SFCTION ro01 FOR 119.9 ~ <br />MPH 3 SEC. GUSTEXPOSURE"B" ENCWSED <br />WIND WNE(2004 EDmON, INCLUDING 200S -'ac . i <br />SUPPLEMl!N1). 18 2006 <br />" mlS DRAWING AND DESIGN IS VALID FOR 12 <br />~Q!'l.,!!!S A!':!JiR 'J!iE ~~~.~!~~~ S~:.._ <br />" SIGNED AND SEALED FOR TIlESlRUCTURAL <br />PARTOFlHlS 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 />