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07-6015
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07-6015
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Last modified
3/6/2009 4:37:14 PM
Creation date
10/31/2007 11:03:04 AM
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Template:
Building Department
Building Department - Doc Type
Permit
Permit #
07-6015
Building Department - Name
US HOMES
Address
37554 DALIHA TERR BLD/21#209
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<br />I I <br /> <br /> SUBJECT: US HOME, Eiland Park 10 UNIT DE#: <br />E~E DANSCO 15130-S2-Z024, Bldg 24 260249 <br />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 />Pl oblem: Engineering to revise truss layout from schematic to Universal Forest <br />Products truss layouts. <br /> <br />S~ lution: 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 />: jUPLlFT 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 />-.._~._-.._-_.._._-_.__. .----....-.---..- --..-------...... ---.-.-...--.-....-....-.. .....-..--.--. .-.---.----- ....--..........--......--.---......-----.......................- <br />TYPE LOCATION (LBS) CAPACITY PER CONN. <br />THE FOLLOWING CONNECTIONS ARE FOR THE LEFT HAND UNITS. FOR RIGHT HAND UNITS, REVERSE <br />j CONNECTIONS FROM LEFT TO RIGHT AND VICE VERSA <br /> <br />'-'---'.' ---', ~.. _ ~..'..M~__' .___,_...._ _._._.. <br /> <br />E2A FRONT 1206 HTS20 1 1450 24-1Od l( 1 112" <br />REAR 1134 HHETA20 1 2235 1D-1Od x 1 112" <br />. <br /> LEFT 2975 MGT(l) 1 3140 22-1 Dd x 1 112" &. 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 /> <br />,NOTE: ALL OTHER TRUSS BRG. CONNECTIONS ARE SIMPSON HHETA20 FOR <br />j MASONRY; SIMPSON H10 FOR FRAME; & HUS26 FOR HUNG TRUSSES ON GIRDERS <br />: UNLESS OTHER WISE NOTED. <br />..--....-.....--.....-----..---..-...-.--.--..----------............---.-.--------..--.---..--....-----....-----.-.-....-.-.-..-..--.--.-.--.---....--.--.---.-...-.--...-.- <br />THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY'. <br /> <br />MASONRY <br /> <br />HHETA2D <br /> <br />2235 <br /> <br />10-1Dd x 1 112" <br /> <br />TIMBER <br /> <br />H10 <br /> <br />B5D <br /> <br />16-Bd x 1 112" <br /> <br />o SAMI iJEL A GREENBERG, P.E. # 34245 <br /> <br />Ie THU' H. HUYNH, P.E. # 60122 <br />, D IRWl J. BENSON, P.E. # 49758 <br />. PUfASE [EFER 10 1HEORIGINALSIGNEDAND <br />SFALED C NS'IRUCTION DOCUlIfiNIS FOR <br />FUR1HER FORMATIONNOTSHOWN <br />'TO 'lHEB tsTOFlHEENGINEERS KNOWLEDGE <br />ANDBELIl ,IHES1IRUCnJRALPLANS AND <br />SPECIFIC [IONS CbMPLY WI1H lHEFLORIDA <br />RESml!ND .LCOD:;ECTION RJOl FOR 119.9 <br />MPH 3 SEe GUST OSURE "B" ENCLOSED <br />WINI) W~ (2004 ,mON, INCLUDING 2005 <br />SUPPLEMI 11). <br />. 1HIS DR. IWING ~ DESIGN IS VALID FOR 12 <br />.!':IQ~!!!~- r.~~Q!--~~~~ AND ~Jf!ill!D.__ <br />. SIGNED 'lD sEAIjEv FOR lHES'IRUCTIJRAL <br />PARTOF'E :IS DRA ~ING ONLY. <br /> <br />HUNG HUS26 1 1317 20-1Dd <br />t~QQyP.l~_~Q'lne~19.!E.J()_Pl~~~9qLE!gQIJ~I!Y-.w._~~_c::!l5l.tl:!.e.lr ..L_______._______._.______.______.___"__ ____ <br />,:.QQ-E!QtgriY-~-D..~jJ~Jtlr..Q!19.t!to~Jr~.??PJ~~~_(.'lDJb~_9.pp(.'l?j1~_s.i.q~_9.fJt!~Jr:~~~_~~L~b_f9},Jlq___.______ <br />.f9.r:~~J:!:!~_plat~L9.IT_!J:l_?!rys.s.,______._______________+___+________.______.______________________ <br />'...... Mounted vertically. i' 'r <br />!(1) Connecti on at the exteri or wall! r r , <br />.--------------.--..---.--------.---.-----.--..-----0-15 LI FT SCH E DU LE----------------. <br /> <br />REFER TO ORIGINAL S&S FOR INFO. NOT SHOWN <br /> <br />, f\, ~"" ~ (' <br />,J--' , . /1 <br />,.) // <br />----=::? ~ <br />, <br /> <br />OCT 1 8 2006 <br /> <br />P. D. Box 3400 <br /> <br />Apollo Beach, Florida <br /> <br />(813) 645-0166 <br /> <br />Fax (813) 645-9698 <br />
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