Laserfiche WebLink
<br />...., <br /> <br />I <br /> <br /> <br />GIRDER TRUSS <br /> <br />(2) USP HTW 20 w/10-10d <br />TO TRUSS & 10-10d TO STUDS <br />2-2x4 SPF TOP PLATE <br /> <br />(2)2x4 SPF w/1 ROW <br />Od@ 12" O.C. EA. SIDE <br />STAGGERED <br /> <br />USP HTT22 32-10d <br />TO BUILT-UP COLUMN <br /> <br />5/8" x 7" WEDGE ANCHOR <br />MIN 41/2" EMBEDMENT <br /> <br />P.T. #3 S.Y.P. 2x <br />BASE PLATE <br /> <br />HIGH UPLIFT FRAME WALL <br />GIRDER/BEAM CONN. <br /> <br />NO SCALE REV. 09/9/04 <br />UPLIFT CAP. @ GIRDER: 2630# (2-HTW20) <br /> <br />L <br /> <br />..... <br /> <br />~ <br /> <br />USP L TS20B wi <br />10-16d TO COLU <br /> <br /> <br />No.3 PT 2x <br />PLATE (TYP.) <br /> <br />3/4" WEDGE ANCHOR <br />5" MIN EMBEDMENT <br /> <br />, <br />, <br /> <br />, <br />.... ........ .... >1 <br />............~...../ <br /> <br /> <br />COLUMN BASE CONNECTION <br />NOT TO SCALE REV. 8/28104 TH <br />THIS DETAIL REQUIRED ONLY WHEN & WHERE <br />SPECIFICALLY INDICATED BY THIS SYMBOL <br />MAX. CONNECTION UPLIFT CAP.: - 1642 # (SPF) <br />1910 # (SYP) <br /> <br />ATTACH 2x4 P.T. TO MASONRY <br />WALL PER 3-U/S2. <br /> <br />""-- BLOCK WALL" <br /> <br />(2) 2x4 TOP PLATE, <br /> <br /> <br />(2) 2x8 BEAM S.Y.P. #2 <br />WI 1/2" PLYWOOD FLITCH. <br /> <br />USP MSTA36 @ EA. STUD <br />WI 13-10d x 1-1/2" <br />COMMON NAILS TO STUD <br />& 13-10d x 1-1/2" COMMON <br />NAILS TO BEAM. <br /> <br />2x4 S.P.F. STUD <br />@ 16" O/C. <br /> <br />SEE PLAN FOR <br />COLUMN SPEC. <br /> <br />8"X8" UPSET LINTEL <br />FILLED SOLID WI GROUT <br />& (1) #5 CONT. <br /> <br /> <br />2x4 BLOCKING @ EA. <br />PLYWOOD JOINT. <br /> <br />1/2"x 8" A. BOLTS 6" <br />FROM ENDS & 32" O.C, <br /> <br />SHEATHING TO TOP OF <br />BEAM NAILED PER 7-U/Sn6 <br /> <br />CANTILEVER BEAM @ RAISED ENTRY <br />Exterior Frame Wall <br /> <br /> <br />SCALE: N.T.S. <br /> <br />REV: 03/28/05 <br /> <br />(2) 2x4 TOP PLATE. <br /> <br />(2) 2X8 BEAM SYP # 2 <br />W I USP HUS 28-21F INVERTED <br />FLANGE HANGER @ EA. W / <br />12-10d COMMON NAILS <br /> <br /> <br />USP MSTA36 @ EA. <br />STUD WI 26-10d x 1-1/2" <br />COMMON NAILS <br /> <br />2x4 S,P.F, STUD <br />@ 16" O/C. <br /> <br />(3) 2x4 P.T. SPACER WI <br />USP LTS20B @ BASE, <br /> <br />8"X8" UPSET LINTEL <br />FILLED SOLID WI GROUT <br />& (1) #5 CONT, <br /> <br />ATTACH 2x4 P.T. TO MASONRY <br />WALL PER 3-U/S2. <br /> <br />""-- BLOCK WALL" <br /> <br />2x4 BLOCKING @ EA. <br />PLYWOOD JOINT, <br /> <br />1/2"x 8" A. BOLTS 6" <br />FROM ENDS & 32" O.C. <br /> <br />SHEATHING TO TOP OF <br />WALL NAILED PER 7-U/S--6 <br /> <br />EXTERIOR FRAME WALL @ RAISED ENTRY <br /> <br /> <br />SCALE: N.T.S. <br /> <br />(ELEV. II & IV ONLY) <br /> <br />REV: 03/28/05 <br /> <br />TRUCTURAL NOTES <br /> <br />1) CODES: <br />1.1 FLORIDA BUILDING CODE (2001). <br />1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02). <br /> <br />1.5 "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE <br />INSTITUTE (TPI) LATEST EDITION. <br />2) DESIGN CRITERIA: <br />2.1 DWELLING FLOORS - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD. <br />2.2 BALCONIES - 40 PSF LIVE LOAD + 15 PSF DEAD LOAD. <br />2.3 ROOF OVER LIVING AREAS - 30 PSF LIVE LOAD, 17 PSF (7 PSF TIC & 10 PSF B/C) DEAD LOAD FOR SHINGLE <br />ROOF. <br />2.4 WIND - 120 MPH, 3 SECOND GUST, EXPOSURE "B", IMPORTANCE FACTOR 1.0 <br />2.5 NET UPLIFT DEAD LOADS 10 PSF MIN. SHINGLE. <br /> <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND <br />GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). <br /> <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />DATE IS SIGNED AND SEALED, <br /> <br />SIGI\ED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWING ONLY. <br /> <br />() <br />...J <br />...J <br /> <br />o <br />z <br />ocr: <br />OW <br />(j)UJ <br />ZZ <br />~~ <br />aZ <br />W <br /> <br /> <br /> <br />o <br />. <br />~ <br />Z <br />o <br />(j) <br />0::: <br />UJ <br />> <br /> <br />(") <br />o <br />o <br />('\J (j) <br />~ Z <br />('\J <br />~ 0 <br />~ (j) <br />~ > <br />o UJ <br />w 0::: <br />::J <br />(/) <br />(/) <br /> <br />.J.J <br />~ a:: <br />. o~ Ci!i 0 <br />UJ W "- LL <br />()~~~~ <br />~-O:J <br />I- X~D:O <br />o :J "- U <br />o a:: 0 z U <br />Z8:~~:: <br /><l:: 0 <l:: 0 <br />w 1i!:E~z <br />'" <l:: ~ a:: 8 <br />\,;Jo~<l:: <br /><( l.lJ ~ rJ) 0 <br />~b~~~ <br />:J w Q <br />o 0' 0:: ~::g <br />o rJ) <l:: ~ <l:: <br />u..~~~cr: <br />W~Qao <br />o (/) a:: f- <br />a:::s:~~o <br /><( w~~g <br />::J ~ ~ ~en <br />a5~cn5 <br />(j)(/)~::Jci <br />:::J > :g: Z <br /><l:: 0 :> <l:: <br /> <br />(/) <br />-.J <br />-I <br /> <br />- <br /> <br />:c <br /> <br />:>-25 <br />0::- <br />0> <br />r-r- <br />z(/) <br />wW <br />>0::: <br />zO <br />-0 <br />~O <br />'3;~~ <br />OOc2 <br />OO~ <br />I-IUJ <br />NCQ<.9 <br />L!) -I <br />'~c2 <br />~O)~ <br />~r-g <br />LOOer: <br />~-.J~ <br /> <br />({) <br />o <br />o <br />('\J .(\1 <br />r-- D) "- t3 '. <br />,^ m o'~ 0 <br />'"~ <.0 <br />~m i=a~ <br />,Lf) ffiit~ <br />-< '<j" Q.. (/) I <br />0<.0 ~J:~ <br />~ Q..f-Q.. <br />~ ~ ~6 ~ <br />li~ Q~~ <br />w:!:! :J <br />I ~ I....I 0 <br />()u.; ~~~ <br />US a:: :t: D: <br />(JJ <l::f-O <br />o<.Ooo~~~ <br />-.J<.O'<j"~<l::~ <br />...J..-imC;;UZ <br />OOLOl.lJ::J:J <br />a.. Lf)N 0 a:: <br />ct'<j" ado <br />, '^ ct z z -~ <br />.....() <l:: - ... <br />o~ (/)[50 <br />0(") <.:lwf= <br />~c;j ~~~ <br />___ :,:<.:la <br />x, <is 0 <br />g ~ ~8 ~ <br />. 0 w(/) a:: <br />o (/) z >- <br />.::J: w<l:: Z <br />0..0.. ~a<l:: <br />(0 <br /> <br />LO 00 N <br />'<;t LO ('oJ <br />N I'- ~ <br />.q- m 0 <br />('l') '<;t <.0 <br />lJ..J lJ..J lJ..J <br />a.. Q... a.. <br /> <br />'P:O <br />Q) <br />..a <br />c <br />Q) c <br />~ 0 ..c <br />~ (/) c <br />c ~ <br /><C 85 I <br />Q) -, I <br />::J <br />~ .~ ~ <br />U) c: ~ <br />~OD <br /> <br /> <br />(Y) <br />o <br />o <br />N <br />o <br />0::: <br />o <br />w LL <br />~ >< <br />~ 0 <br />Z <br />Z <br />~ <br />-I <br />D... <br /> <br />SHEET NO. <br /> <br />8-7 <br /> <br />a <br />-.;t <br />..- <br />..- <br />I <br />m <br />a <br /><Dr-- <br />C")r-- <br />C")N <br />...JLQ <br />lJ..0) <br /><(ie <br />fl."" <br />~..- <br /><l::co <br />I-~ <br /> <br />z <br />o. <br />-0 <br />~> <br />>...J <br />-OJ <br />Ow <br />cto:: <br />go <br />0:: I <br />o(/) <br />-.JI- <br />lJ..(/) <br />...Jwa <br />~~g <br />I-ZW <br />Z I- <br />was <br />ugU) <br /> <br /> 0:::0.: <br /> w 0::: <br />LJ..J zo <br />z0 <br /> <I: W <br />0 ~ ~ <br />>-0 <br /> z :I: <br />I- <I:(/) <br />::J <br />Z <br />0 - ~ <br />00 <br />W 0::: <br />Z UIJ.. <br />~ I- <br /> o z <br />I- ow <br />O:::(/) <br />o..zz <br />:c woo <br />o:::u_ <br />0 wz~ <br />cow> <br />1-1=0 <br /> 0-<1:; <br />0::: ZO::o <br />>- 3 - <br />>- <1:; W 0::: <br />~:I:~ <br />D... z I- <br />:S I- -l <br />0 o..5~ <br />~~~ <br />0 :I: - w <br />1-3u <br /> <br />a.. <br />0::: <br />o <br />() <br />w <br />~ <br />o <br />I <br />(/) <br />::J <br />LO <br />o <br />o <br />('\J <br /> <br />LAST PLOT <br />DATE:ApMI 15, 2005 <br /> <br />@ <br /> <br />NOTE: IT IS THE CONTRACTORS RESPONS'BILITY TO REViEW ALL <br />DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO <br />ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL <br />INTEG~ TY OF THIS PRO.ECT ONL Y. ANY DISCREPANCY BETWEEN <br />FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWI~GS, <br />CONTRACTORS' BUILDING METHODS, AND THESE SIGNED Af\JD SEALED <br />DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO <br />ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CO NSlRLiCTION. <br /> <br />~ <br />~ <br />/ <br />/ <br />/ <br />/ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />\ <br />\ <br />\ <br />\ <br />\ <br />, <br />, <br />, <br />, <br />, <br />, <br /> <br /> <br />.........------ <br /> <br />, <br />, <br />, <br />, <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />/ <br />/ <br />/ <br />/ <br /> <br />~ <br />~ <br /> <br />PLACE SEAL HERE DE #250990 <br />