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<br />2X4 SPF BLOCKING @
<br />PANEL EDGES - NAIL
<br />SHEATHING @ 4" O.C.
<br />STAGGERED wi 8d
<br />
<br />2x4 SPF CROSS BRACE
<br />@ 48" O,C. - NAIL wj3-
<br />lad AT EACH END & AT
<br />CROSSING AT 45"% ANGLE
<br />CONTINUOUS 2X4 SPF
<br />SPANNING (4) TRUSS
<br />BAYS (8 FT) NAILED TO
<br />2x4 BLOCKING @ 4" O.C.
<br />w/12d & 2-12d TO CHORD
<br />2X4 SPF BLOCKING
<br />BETWEEN TRUSSES
<br />@ 48" O.C. MAX.
<br />
<br />
<br />DROP GABLE END TRUSS
<br />FOR O.H. GREATER THAN 12"
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<br />USP LSTA3
<br />STRAP BLKG.
<br />@ 1st TRUSS
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<br />TRUSSES
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<br />@ PLATE TOENAil
<br />wi 3-16d
<br />
<br />5/8" OR 1/2" CEILING DENSE GYPSUM
<br />WALL BOARD FASTENED WI 8d COOLER
<br />NAILS OR 11/4" LONG DRYWALL SCREWS
<br />COMPLYING WIASTM Cl002 FOR FIRST
<br />8'-0" FROM END WALL @ 4" O.C. (TYP)
<br />. 4B~S
<br />
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<br />
<br />GABLE END BRACING
<br />w/o VOLUME CEILING
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<br />
<br />SCALE: 3/4" == 1'-0"
<br />
<br />REV. 8/31/04 TH
<br />
<br />2X4 LOOKOUT RAFTERS @ 24"
<br />O.C. WI USP RT16
<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 />2X6 BRACE NAILED
<br />TO SIDE OF GABLE
<br />TRUSS CHORDS
<br />4'-0" IN LENGTH
<br />OR GREATER
<br />lad @ 4" O.C.
<br />-GABLE TRUSS
<br />NAIL TOP OF "T"
<br />TO GABLE TRUSS
<br />w/2-12d & (1)
<br />SIMPSON H8 wi
<br />la-lad x 11/2"
<br />
<br />NAIL GABLE TRUSS
<br />TO PLATE w/16d @
<br />4" O.C.
<br />
<br />
<br />GABLE TRUSS
<br />/ "L" BRACE W/10d @ 4" a.c.
<br />(SEE SCHEDULE ON S3 FOR SIZE
<br />AND LOCATION)
<br />
<br />1/2" x 8" A.B.
<br />@ 48" O.C. MIN.
<br />LI NTEL
<br />COURSE
<br />
<br />GABLE END BRACING DETAIL
<br />
<br />
<br />
<br />
<br />SCALE: N.T.S.
<br />
<br />MASONRY
<br />WALL
<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 />~ -.J 0:::: LAST PLOT
<br />en DATE:April 11, 2005 @)
<br />
<br />NOTE; IT IS THE CONTRACTORS RESPONSIBILll1' TO REVIEW ALL
<br />DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO
<br />ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCTURAL
<br />INTEGRIl1' OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN
<br />FIELD CONDITIONS, OTHER DESIGN PROFESSIOMLS' SHOP DRAWI~GS,
<br />COWRACTORS' 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.
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<br />----.............
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<br />ApRl 1 2Wl
<br />
<br />....------"'"
<br />
<br />PLACE SEAL H ERE DE #250993
<br />
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