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<br />v <br /> <br />I <br /> <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 />10d@ 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 />.... ....... .... " <br />...........'r ..../ <br />'" <br /> <br />COLUMN BASE CONNECTION <br />NOT TO SCALE REV. 8/28/04 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 /> <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 />Wj1/2" PL'1WOOD FLITCH, <br /> <br />ANTI LEVER <br />UP TO 24" <br /> <br />2x4 S,P,F. STUD <br />@ 16" OjC. <br /> <br />SEE PLAN FOR <br />COLUMN SPEC. <br /> <br />8"X8" UPSET LINTEL <br />FILLED SOLID Wj 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 /> <br /> <br />LHEATH,NG:O 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:03/28j05 <br /> <br />(2) 2x4 TOP PLATE. <br /> <br />(2) 2X8 BEAM SYP # 2 <br />WI USP HUS 28-21F INVERTED <br />FlJ\NGE HANGER @ EA. W I <br />12-10d COMMON NAILS <br /> <br /> <br />USP MSTA36 @ EA. <br />STUD Wj26-10d x 1-1/2" <br />COMMON NAILS <br /> <br />2x4 S.P.F. STUD <br />@ 16" Ole. <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 CO NT. <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.e. <br /> <br />SHEATHING TO TOP OF <br />WALL NAILED PER 7-U/S~ <br /> <br />EXTERIOR FRAME WALL @ RAISED ENTRY <br /> <br /> <br />SCALE: N.T.S. <br /> <br />(ELEV. \I & 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 TRUSSESIl 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 "8", 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 />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 />C/)W <br />zZ <br /><t::~ <br />Oz <br />W <br /> <br /> <br /> <br />o <br />. <br />..-f <br />Z <br />o <br />C/) <br />0:: <br />W <br />> <br /> <br />('I') <br />o <br />o <br />C';oI (j) <br />..-l Z <br />N <br />~ 0 <br />: C/) <br />~ > <br />o W <br />w 0:: <br />::J <br />(J) <br />(J) <br /> <br />W <br />:?: Cl:: <br />. 0lJ.. ~ 0 <br />UJ W '.J.. L.L. <br />~ W f- <br />o :2: Cl :?: z <br />I-><fii~g <br />o 5 u.. 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() :i:t:LU <br /> I-~U <br />I --.J w <br />N <br />CO <.9 SHEET NO. 0.. <br />LO 0::: <br />...J 0 <br /> c2 S-7 u <br />I t'-- w <br />t'-- ~ <br />~ :J 0 <br />~ ~ ::r: <br /> (J) <br />~ I- 0 ::) <br />:J 11) <br /> 0 <br />LO 0 ~ 0 <br />l- N <br />~ --.J CJ) LAST PLOT @ <br />DATE:Aprilll, 2005 <br /> <br />NOTE: IT IS Tf1E CONTRACTORS RESPONSIBILITY TO REVIEW ALL <br />DRAWINGS BEFO~E CONSTRUCTION BEGINS. Di\NSCO <br />ENGINEERING, LLC IS ~ESPONSI8LE FOR THE STRUCTURAL <br />I'-lTEGR:TY OF THIS PROJECT ONLY. !\NY DISCREPi\NCY BETWEEN <br />FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SI-OP DRAWINGS, <br />CONTRACTORS' BU'LDING METHODS, i\ND THESE SIGNED i\ND SEALED <br />DRAWI"JGS MUST BE BROUGHT TO THE ATTEWION OF Di\NSCO <br />ENGINEERING, LLC PRIOR -;0 THE COMMENCEMENT OF CONSTRUCTION. <br /> <br />------..... <br /> <br />" , <br />" , <br />, , <br />, , <br />I ' <br />I ' <br />1 ' <br />1 \ <br />1 \ <br /> <br />~~:L <br /> <br />\~PR 122005 // <br /> <br />"" / <br /> <br />PLACE SEAL HERE DE #250981 <br /> <br />-..._----' <br />