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Q.. <br /> <br />(2) 2x4 TOP PLATE. <br /> <br /> <br />(2) 2x8 BEAM S.Y.P. #2 <br />Wj 1/2" PLYWOOD FLITCH. <br /> <br />(2) 2x4 TOP PLATE. <br /> <br /> <br />..... <br /> <br />(2) USP H1W 20 w/10-10d <br />TO TRUSS & 10-10d TO STUDS <br /> <br />2-2x4 SPF TOP PLATE <br /> <br />~ <br /> <br />USP MSTA36 @ EA. <br />STUD Wj 26-10d x 1-1/2" <br />COMMON NAILS <br /> <br />USP MSTA36 @ EA. STUD <br />Wj 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 />~ <br />aJ <br />.0 <br />C <br />~ C ..c <br />'- 0 c <br />'-' U'l >- <br />C :J <br />ct ~ ::r: <br />~ ~ ::r: <br />E .~ ~ <br /> <br />i]~6 <br /> <br />U8P L T820B wi <br />10-16d TO COLU <br /> <br />(2) 2X8 BEAM SYP # 2 <br />W j USP HUS 28-21F INVERTED <br />FLANGE HANGER @ EA. W I <br />12-10d COMMON NAILS <br /> <br /> <br />r-1 <br /> <br />2x4 S.P.F. STUD <br />@ 16" O/C. <br /> <br />2x4 S.P.F. STUD <br />@ 16" O/C. <br /> <br /> <br />(3) 2x4 P.T. SPACER WI <br />USP L TS20B @ BASE, <br /> <br />(2)2x4 SPF w/1 ROW <br />10d@ 12" O.C. EA. SIDE <br />STAGGERED <br /> <br />8EE PLAN FOR <br />COLUMN SPEC. <br /> <br />No.3 PT 2x <br />PLATE (TYP.) <br /> <br />3/4" WEDGE ANCHOR <br />5" MIN EMBEDMENT <br /> <br />USP HTT22 32-10d <br />TO BUILT-UP COLUMN <br /> <br />ATTACH 2x4 P.T. TO MASONRY <br />WALL PER 3-U/S2. <br /> <br />(V) <br />o <br />~ (f) <br />~ 2 <br />(\j <br />~ 0 <br />~ (f) <br />~ > <br />o W <br />w ~ <br />::l <br />Cf) <br />Cf) <br /> <br />8"X8" UPSET LINTEL <br />FILLED SOLID Wj GROUT <br />& (1) #5 CONT. <br /> <br />8"X8" UPSET LINTEL <br />FILLED SOLID Wj 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 />o <br />. <br />.-l <br />Z <br />o <br />(f) <br />~ <br />W <br />> <br /> <br />5/8" x 7" WEDGE ANCHOR <br />MIN 41/2" EMBEDMENT <br /> <br />'- BLOCK WALL '" <br /> <br /> <br />2x4 BLOCKING @ EA. <br />PLYWOOD JOINT. <br /> <br />2x4 BLOCKING @ EA. <br />PLYWOOD JOINT, <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 />1/2"x 8" A. BOLTS 6" <br />FROM ENDS & 32" O.C. <br /> <br />P.T. #3 S.Y.P. 2x <br />BASE PLATE <br /> <br />1/2"x 8" A. BOLTS 6" <br />FROM ENDS & 32" O.C. <br /> <br /> <br />~ <br />lL.. ~ is <br />W w 0 ff: iL <br />" ~ ~ I- <br />......, ::;! Cl ::;! z <br />I- xii5~6 <br />o 5 u.. u <br />o 0:: 0 Z U <br />Z ~~~;: <br />W :x: I- ~ <br />W :x: lL.. ~ <br />~~~~8 <br /><t: W~(/)Cl <br />I- b;::6~ <br />O ~ ~ ii5 ~ <br />o:X:z::;! <br />o (/) <( ~ <>: <br />u.t5~~ff: <br />W;::QClo <br />""g~6~ <br />u... iLW-u <br /><t: w~:l:io <br />::)~Cl~~ <br />...J - <br /><Y5::;lr.riiS <br />(f) (/) Ci: ...J "- <br />...J W <i Cl <br /><i~3~ <br /> <br />HIGH UPLIFT FRAME WALL <br />GIRDER/BEAM CONN. <br /> <br /> <br />SHEATHING TO TOP OF <br />WALL NAILED PER 7-U/S-6 <br /> <br />o <br />..q <br />..... <br />..... <br />I <br />0) <br />o <br />~I'-- <br />("')1'-- <br />("')C\j <br />.....JI!) <br />LJ..o, <br />-~ <br /><(I'-- <br />a.. , <br />~~ <br />j::~ <br /> <br />SHEATHING TO TOP OF <br />BEAM NAILED PER 7-U/S6 <br /> <br />NO SCALE REV. 09/9/04 <br />UPLIFT CAP. @ GIRDER: 2630# (2-HTW20) <br /> <br />CANTILEVER BEAM @ RAISED ENTRY <br />Exterior Frame Wall <br /> <br /> <br /> <br />EXTERIOR FRAME WALL @ RAISED ENTRY <br /> <br />SCALE: N.T.S. <br /> <br />(ELEV. II & IV ONLY) <br /> <br />REV: 03/28/05 <br /> <br />REV: 03/28/05 <br /> <br />SCALE: N.T.S, <br /> <br />z <br />o. <br />-0 <br />~> <br />>..J <br />-co <br />Ow <br /><(0::: <br />go <br />0::: I <br />OCf) <br />.....JI- <br />LJ..Cf) <br />.....Jwo <br />c2~g <br />I-ZW <br />Z I- <br />w8S <br />(')~Cf) <br /> <br />(/) <br />-I <br />-I <br /> <br />- <br /> <br />:c <br /> <br />>-~ <br />0::- <br />0> <br />1-1- <br />Z(/) <br />WW <br />>0:: <br />zO <br />-0 <br />~O <br />~ <br />(j) ~ .....J <br />o () ~ <br />o O~ <br />I-IW <br />N CO (9 <br />L!) .....J <br />I~~ <br />f'- ~ ::> <br />~ VI I- <br />~ ..... g <br />L!) 0 rt:: <br />~-It) <br /> <br /> ('f) <br /> 0 <br /> 0 w <br /> C\J () <br /> 0 l- <br /> e::: 0 <br /> 0 z <br />W LL I- <br />~ >< :r: <br />~ 0 (!J <br />Z 0::: <br />Z >- <br />~ 0... <br />.....J 0 <br />a.. 0 <br />SHEET NO, <br /> 8-7 <br /> <br />CI: 0..: <br />w CI: <br />zo <br />~(.) <br /><:( w <br />:::;! :::;! <br />>-0 <br />~ :c <br /><:(Cfl <br />~ <br />~ <br />- :::;! <br />00 <br />WCI: <br />(.) lL.. <br />::> I- <br />o Z <br />Ow <br />CCCfl <br />IJ.. Z ~ <br />woo <br />CI:(.)_ <br />wz~ <br />en w > <br />I- ~ 0 <br />0-<:( <br />ZCCo <br />>- 3: - <br /><:( W CI: <br />:::;! :c g <br />zl-IJ.. <br />:s I- ...J <br />1J..6~ <br />~i!:~ <br />:c - w <br />l-3:u <br /> <br />TRUCTURAL NOTES <br /> <br />a.. <br />cr:: <br />o <br />o <br />w <br />~ <br />o <br />I <br />Cf) <br />::l <br />t.!) <br />o <br />o <br />N <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 BIC) 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 />LAST PLOT <br />DATE:April 15, 2005 @ <br /> <br />NOTE: IT IS THE CONTRACTORS RESPONSIBllI1'l' TO REY,EW ALL <br />DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO <br />ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL <br />INTEGRW OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN <br />FIELD CONDiTIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWIf'.GS, <br />CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED <br />DRAWINGS MUST BE BROUGHT TO THE AITENTION OF DANSCO <br />ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. <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 />I <br />I <br />I <br />II <br /> <br />~ <br />~ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />I <br />I <br />\ <br />\ <br />\ <br />\ <br />, <br />, <br />, <br />, <br />, <br />, <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 />'''-'-----.... <br /> <br />L <br /> <br />PLACE SEAL HERE DE #250989 <br />