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<br />
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<br />
<br />
<br />GIRDER TRUSS
<br />
<br />(2) USP HTW 20 w/10-10d
<br />TO TRUSS & 10-10d TO STUDS
<br />
<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 />
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<br />
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<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 />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 />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 W/ 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 />W / USP HUS 28-21F INVERTED
<br />FlANGE HANGER @ EA. W I
<br />12-10d COMMON NAILS
<br />
<br />
<br />USP MSTA36 @ EA.
<br />STUD W/ 26-10d x 1-1/2"
<br />COMMON NAILS
<br />
<br />2x4 S.P.F. STUD
<br />@ 161. O/C.
<br />
<br />(3) 2x4 P.T. SPACER WI
<br />USP L TS20B @ BASE.
<br />
<br />811X811 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 />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY,
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<br />
<br />NOTE: IT is THE CONTRACTORS RESPONSiBILITY TO REViEW ALL
<br />DRAWINGS BEFORE CONSTRUCTIO'< BEGINS, DANSCO
<br />ENGINEERING, LLC IS RESPONSIBLE FOR Tl-tE STRUCTURAL
<br />INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEE'<
<br />FIELD CO'<DITIONS. OTl-tER DESIGN PROFESSIONALS' SHOP DRAWINGS,
<br />CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO
<br />ENGINEERING, LLC PRIO~ TO THE COMMENCEMENT OF CONSTRUCTION,
<br />
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<br />
<br />SHEET NO,
<br />
<br />8-7
<br />
<br />LAST PLOT
<br />DATE:Ap~1 11, 2005
<br />
<br />---...
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<br /> \ APR 1 12005 I
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<br />'------...
<br />
<br />PLACE SEAL HERE DE #250992
<br />
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