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<br />!I I <br /> <br /> SUBJECT: US HOME, Eiland Park 10 UNIT DE#: <br /> DANSCO 15130-S2-Z024, Bldg 24 260249 <br />DE 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 />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 />.____.__...__....._ __h_.._.__".______. .______..____........... _.............__ .__...____.____ .......mm..._..__..............._.____.__....._................. <br />TYPE LOCATION (LBS) CAPACITY PER CONN. <br />!THE FOLLOWING CONNECTIONS ARE FOR THE LEFT HAND UNITS. FOR RIGHT HAND UNITS, REVERSE <br />iCONNECTIONS FROM LEFT TO RIGHT AND VICE VERSA <br /> <br />E2A FRONT 1206 HTS20 1 1450 24-10d I( 1 112" <br />REAR 1134 HHETA2D 1 2235 10-1Od I( 1 112" <br />. LEFT 2975 MGT(l) 3140 22-1Dd lC 1 112" &. SIB" EMBED, <br /> 1 INTO SIMPSON SET EPOXY <br />G1 <br /> RIGHT 2975 USP KLEG HANGER (SEE DETAIL NS2.2 ON ORIGINAL S&.S FOR <br /> UPLIFT CONNECTION) <br /> <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 />._._._.___.....____._...__........__.__.____............................._.._.___..__......._._......_._._._._._.....____._.__.__._._m.............._____.___.._____...___.__.__._____._ <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br /> <br />MASONRY <br /> <br />HHETA20 <br /> <br />2235 <br /> <br />10-1Od x 1 112" <br /> <br />TIMBER <br /> <br />H10 <br /> <br />850 <br /> <br />16-8d x 1 112" <br /> <br />HUNG HUS26 1 1317 2D-10d <br />.:J2.Q~gl~_~Qllne~!Q@JQ_p!?!~ed_Qi agQD?I!~:t.Q~~~b_g!!1.E.=lr .1-_______'-______________,___________J <br /> <br />i~~iili~%~~~K~:~~~:~==::t.r~==:-p:I~~~~~~=~==:~=:9.~=~~=~=:=:=~:=~:~:==~=:=-~~~=~:::=~:I=::::~:=--! <br />'...... Mounted vertically. - i <br />;(1) Connecti on at the exteri or wall- i; i <br />----'.-------.--'.---.-.--------'....-.-.-----lTp LI 1=1" SC H E OU LE ---------....----- <br /> <br />o SAMUEL A GREENBERG, P.C. #34245 <br /> <br />,;S> THUY H. HUYNH, P.E. # 60122 <br /> <br />- 0 IRWIN J, BENSON, P.E. # 49758 <br /> <br />. PLEASEIREFIR 10 1HEORIGINAL SIGNllDAND <br />SEA.LEI> CONSlRUCnON DOCUMEN'IS FOR <br />FURlHER mFQRMATION NOT SHOWN <br />''10 1HEDFSTOF'IHEJ1NGlNEERS KNOWUDGE <br />AND BELI1W, '$ES1IRUCIURALPLANS AND <br />SPFClFlCATIONS q:OMPLY WITH 1HEFLORIDA <br />RESIDJ1N'UALf::OD~ SR:TIONR301 FOR 119.9 <br />MPH 3 SEC. GPSTtxPoSURE "B" J!NCWSllD <br />WIND WNE(i004 1;DrnON, INCLUDING 2005 <br />SUPPLEMJlNl)' <br />. 'IRIS DR,\WlNG 1ND DESIGN IS VALID FOR12 <br />M.Q~~_~~!!'~~~!Q~.A-ND ~~'__ <br />. SIGNlID)"'~ sF4-ED FOR lHESlRUCIURAL <br />PART OF 1jHISI DRAlWING ONLY, <br /> <br />REFER TO ORIGINAL S&S FOR INFO. NOT SHOWN <br /> <br />,.,./\., A (' <br />,\ /! <br />~)~cL. <br />OCT 18 2006 <br /> <br />P.O. Box 3400 <br /> <br />Apollo Beach, Florida <br /> <br />(813) 645-0166 <br /> <br />Fax (813) 645-9698 <br />