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06-5596
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06-5596
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Last modified
3/6/2009 4:20:58 PM
Creation date
5/10/2007 11:34:42 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
06-5596
Building Department - Name
US HOMES
Address
MAISE LA-8 MODEL
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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 /> ~ .._~- -. - - ~~_.,,_____a..~ _w .. ,.~~- - <br /> i 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 QTY CONN. FASTENERS"". <br />._m.._...._._~___. -____.__._m_ ._..___.... ..._..__......._.._____._._.___.._._.._._ ....__.....__ ___.__.._......._... ---..--.....-..-.---.--.....--......-.............--- <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 /> E2A FRONT 1206 HTS20 1 1450 24-10d x 1112" <br /> REAR 1134 HHETA20 1 2235 10-1Ddx1112" <br /> LEFT 2975 MGT(l) 1 3140 22-1Od x 1 112" 8. 518" EMBED. <br /> INTO SIMPSON SET EPOXY <br /> G1 USP KLEG HANGER (SEE DETAIL AlS2.2 ON ORIGINAL S&S FOR <br /> RIGHT 2975 UPLIFT CONNECTION) <br /> I I <br />!NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON HHETA20 FOh~ <br />iMASONRY; 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 />. MASONRY HHETA20 1 2235 1O-1Dd x 1 112" <br /> TIMBER H10 1 850 16-Bd x 1 112" <br /> HUNG HUS26 1 1317 2D-1Dd <br />1"Qg.ub1e con~_~tor~JQJ~!~.~.~fLc:1i a.9Q!1_~Uy-!g.~_~.fb._9.1heL.L__~__.________.__.._...__..__ <br />....R.'2-'lQt9Til!~Q~LL~.th..CqI,J9J:lJb.~!!"1J.g;J?I?t~..9.rl.~~_9.EPQ?.,Lt.~.?icj.?_9tlh..,~~?~.Y".b!fbfQl!Is!_........ ........... .._ <br /> c~.!t!~pJ?!~9ftltJ~!!!J_~~c_._.__J___.._...__...._...L___J -........-.----.....'.-..-',..-.--.-...'.-...-,--.--.,.-..-,.......,...-.-....-,.....".,..,- <br />,...... Mounted vertically. ". i ;(1) Connection atthe exterior wall: ':, . <br />.---.---.-------......---...-----.-LJpCI FT S"CHEDlJCE--..----------......-. <br />D SAMUEL A GREENBERG, P.E. 'II 34245 REFER TO ORlGINAL S&S FOR INFO. NOT SHO'WN <br />i!!:P THUY H. HUYNH, P.E. 'II 60122 <br />'D IRWIN J. BENSON, P.E. # 49758 <br />. PLEASE REFER 10 1HEORIGINALSIGNID AND <br />SFALID CONStRUCTION DOClJMEI/n> FOR <br />FURlHER INFORMATION NOT SHOWN <br />"10 1HEBE'STOFTIlEENGINEERS KNOWLFDGE <br />AND BELIEF,1HEStRUCTIJRALPLANS AND <br />SPECIFICATIONS COMPLY wrm TIlE FLORIDA K1L <br />RESIDENTIAL CODE, SECTION R301 FOR 119.9 % <br />MPH 3 SEX:. GUSTEKPOSURE"B" ENCWSID <br />WIND ZONE (2004 EDmON, INCLUDING 2005 <br />sUPPLEMENn. DC 1 8 2006 <br />. TIlIS DRAWING AND DESIGN IS VALID FOR 12 <br />.~Q.~.!!!~.~ 1HE!?.A.~~.!'!.~ ~~~. <br />. SIGNED AND SEALED FOR 1HEStRUCTIJRAL <br />PARTOFTIlIS 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 />
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