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<br />\oJ <br /> <br />r <br /> <br /> <br />GIRDER TRUSS <br /> <br />(2) USP HlW 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 />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 />COLUMN BASE CONNECTION <br /> <br />NOT TO SCALE REV. 8/28/04 TH <br />THIS DETAIL REQUIRED ONLY WHEN & WHERE <br />SPECIFICALLY INDICATED BY THIS SYMBOL <br /> <br />MAX. CONNECTION UPLIFT CAP.: - 1642 # (SPF) <br />1910 # (SYP) <br /> <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 />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 />(2) 2x8 BEAM S.Y.P. #2 <br />WI 1/2" PLYWOOD FLITCH. <br /> <br />ANTILEVER <br />UP TO 24" <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/S-6 <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 />WI USP HUS 28-21F INVERTED <br />FlANGE HANGER @ EA. W I <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 W/ <br />USP L TS20B @ BASE. <br /> <br />8"X8" UPSET LINTEL <br />FILLED SOLID W/ 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 (ACI318-02). <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 liB" 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 />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWING ONLY, <br /> <br />o <br />-.-J <br />-.-J <br /> <br />~ <br />(!) <br />Z <br />00:: <br />OW <br />(J)W <br />ZZ <br /><((!) <br />Oz <br />W <br /> <br /> <br /> <br />o <br />. <br />~ <br />Z <br />o <br />(J) <br />0:: <br />W <br />> <br /> <br />('t) <br />o <br />o <br />C\l (J) <br />-rl Z <br />~ 0 <br />~ (J) <br />~ > <br />o W <br />UJ 0:: <br />~ <br />U) <br />U) <br /> <br />.u <br />:!' 0:: <br />. ou.. ~ 0 <br />W.u u.. u... <br />O ~ 1!S :!' ~ <br />:!' - 0 ::;) <br />L- ><:CIlo::O <br />r- o~LLB <br />Og:oz<l; <br />Z ~:!'~f- <br />ll.J ~ ;:; ~ <br />W 0:: u.. 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CD <br />ctr-:- <br />~~ <br />~~ <br /> <br /> z <br /> 0' <br /> -0 <br /> ~> <br /> >....J <br /> -co <br /> DW <br /> <:0::: <br /> 90 <br /> CJ::I <br /> OU) <br /> ....Jf- <br /> l.L.U) <br /> ....JWD <br /> ~~5$ <br /> 'W <br /> ~zf- <br /> wDS <br /> u5$U) <br /> C/) <br /> -.J <br /> -.J <br /> - <br /> :c <br />>- ~ (Y) <br />W 0 0:0.: <br /> wO: <br />0:: - 0 W zO <br />> zu <br /> o<(w <br />0 N 0 ::::!:::::!: <br />I- >-0 <br />I- ZI <br />en 0 ~ 0<((J) <br /> ::) <br />Z ?;::::!: <br />W 0:: 0 00 <br />W ~B: <br />c:: 0 z 5!Z <br />> ow <br />() W LL ~ O:(J) <br />a. z z <br />Z >< :r: woo <br /> ~ O:u- <br />- ~ 0 ~ wz~ <br /> <1: row> <br /> I-t:o <br />~O Z 0:: ~C20<( <br />~ >-::9 <br /> o<(w~ <br />~ ~....J Z >- ::::!:IO <br /> zl-~ <br />~ ()C2 <1: Q.. :)I-....J <br /> ::) 0<( <br />...J 0 0.00: <br />0 O~ ~~!Z <br />a.. 0 I - W <br /> 1-::0 <br />I -.JW <br />C'J ca0 SHEET NO. a.. <br />L.O 0:: <br />....J 0 <br />I ~C2 8-7 () <br /> w <br />I'- ~ <br />~~ 0 <br />-M ::r: <br /> U) <br />~ I-~ ::) <br /> l1) <br /> 0 <br />LO ort: 0 <br /> C\l <br />-M -.J~ LAST PLOT @ <br />DATE: April 11, 2005 <br /> <br />NOTE: IT is TI'E CONTRACTORS RESPONSIBILITY TO REViEW ALL <br />DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO <br />ENGINEERING, LLC IS RESPONSIBLE FOR TI1E STRUCTURAL <br />INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BE1WEE:N <br />FIELD CONDITiONS, OTl1ER DESIGN PROFESSIONALS' SHOP DRAWINGS, <br />CONTRACTORS' BUILDING METHODS. AND THESE SIG'iED AND SEALED <br />DRAWI",GS MUST SE BROUGHT TO THE ATTENTION OF DANSCO <br />ENGINEERING, LLC PRIOR TO THE COMMENCEME:NT OF CONSTRUCTIO'4, <br /> <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 />I <br />I <br /> <br /> <br />, <br />, <br />, <br />, <br />\ <br />\ <br />\ <br />\ <br />\ <br />, <br />1 <br />I <br />I <br />I <br />, <br /> <br />APR ] ] 2005 / <br />I <br />/ <br />~/ <br />" <br />" <br /> <br />PLACE SEAL HERE DE #250993 <br /> <br />------ <br />