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<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAILS
<br />
<br />
<br />DROP GABLE END TRUSS & LOOKOUT
<br />RAFTERS FOR O.H. GREATER THAN 12"
<br />
<br />
<br />
<br />2X4 SPF BLOCKING @
<br />PANEL EDGES - NAIL
<br />SHEATHING @ 4" O.C,
<br />STAGGERED w/ 8d
<br />
<br />
<br />USP LST A30 - STR
<br />BLKG. @ 1st TRUSS
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<br />2x4 SPF CROSS-BRACE
<br />@ 48" O.C. - NAIL w/3-
<br />10d AT EACH END & AT
<br />CROSSING AT 45'z.ANGLE
<br />
<br />,
<br />,
<br />,
<br />CONTINUOUS 2X4 SPF
<br />: ~Af\JN1NG (4) TRUSS
<br />~'BAYS (8 FT) NAILED TO
<br />2X4 SPF BLOCKING : ~4 BLOCKING @ 4" O.C.
<br />BETWEEN TRUSSES~~'W/12d & 2-12d TO CHORD
<br />@ 48" O.C, MAX. :
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<br />1/2" MIN. DW CEILING
<br />NAILED w/5d COOLER
<br />NAILS @ 7" O.C,
<br />
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<br />NAIL DEADWOOD TO
<br />TOP PLATE w/16d @
<br />4" O.C.
<br />
<br />4 BAYS
<br />
<br />.
<br />
<br />GABLE END BRACING
<br />w/o VOLUME CEILING
<br />
<br />SCALE: 3/4" = 1'.0"
<br />
<br />.L
<br />
<br />REV, 8/31/04 T.H,
<br />
<br />
<br />, .
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<br />
<br />USP RT16 @
<br />OOKOUT RAFTERS
<br />IF APPLICABLE
<br />
<br />STRUCT. SHEATHING
<br />7/16" MIN. THK. -
<br />NAIL w/8d COM. @
<br />3" O.C. EDGES & 6"
<br />O.C. FIELD
<br />
<br />10d @ 4" O.C.
<br />
<br />7
<br />
<br />GABLE TRUSS
<br />
<br />NAIL TOP OF "T"
<br />TO GABLE TRUSS
<br />/2-12d & (1)
<br />USP MTW12
<br />w/14-10d x 11/2"
<br />
<br />
<br />NAIL TRUSS BOTTOM
<br />CHORD TO 2X4 DEAD-
<br />WOOD w/16d @ 4"0.C.
<br />
<br />USP MSTA30
<br />w/22-10d @48" O.C.
<br />
<br />FRAME WALL
<br />2x4 @ 16" O.C.
<br />(TYPICAL)
<br />
<br />
<br />GABLE TRUSS
<br />
<br />"L" BRACE W/1 Od @ 4" OIC
<br />(SEE SCHEDULE ON S3 FOR SIZE
<br />AND LOCATION)
<br />
<br />
<br />
<br />..
<br />
<br />~DBL. TOP PLATE
<br />CaNT. BEARING
<br />
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0. - SEE STRUCTURAL
<br />NOTES FOR WIND SPEED SPECIFICATION
<br />
<br />
<br />USP MlW12
<br />
<br />8/23/04
<br />
<br />SCALE: N.T,S.
<br />
<br />USP SPT24
<br />@ EACH STUD
<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.
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<br />NOTE: IT IS THE CONTRACTORS RESPONSiBILITY TO REVIEW ALL
<br />DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO
<br />ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL
<br />I~ TEGR,TY OF THIS PROJECT ONLY. ANY DiSCREPANCY BETWEEN
<br />FIELD CONDITIONS. OTHER DESIGN PROFESSIONALS' SHOP DRAWlto.GS,
<br />CONTRACTORS' BU'LDI\lG METHODS, AND T'1ESE SIGNED AND SEALED
<br />DRAWlto.GS MUST BE BROUGHT TO THE ATTENTION OF DA!',SCO
<br />ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
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<br />0:: LAST PLOT
<br />OJ DATE: April 11, 2005
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