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GABLE END BRACING <br />J <br />"L" Brace attach with <br />10d nails 0 4" o.c. <br />J C4 4 "o.c. <br />?4" on Center <br />20 Blocking <br />VVVI Truss Web <br />SECTION rA <br />SINGLE 'L' BRACING - <br />0—A 0. I*. — A r_ Bottom <br />t Bracing <br />r Overlap <br />#5 Reb(Jl J J11 <br />/2" Reveal <br />Garage Door <br />SYP <br />TYPICAL OVERHEAD DOOR MOUNT DETAIL <br />20 Blocking <br />0 48" o.c. <br />" Brace attach wit <br />A nails 0 4" o.c. <br />.,-1411�1... ,,'uss Web <br />SEC TI ON r13 <br />DOUBLE 'L' BRACING - <br />OVERLAP TRUSS BRACING <br />At Least One Truss Space <br />6" Overlap <br />linimum 2x4 Cross Bracing <br />(2) 16d Per Joint <br />Chord Bracing <br />1 x4 Min. <br />SECTION C <br />CROSS BRACING - <br />Per Joint <br />l <br />r� <br />1, l <br />I• <br />r,r <br />- linimum 1x4 <br />Truss Bracing <br />TRUSS BRACING OVERLAP <br />Top Chord Blocking <br />for First Four Rows <br />of Trusses at Edges <br />of Sheathing <br />2x4 Outriggers -J <br />0 24" o.c. <br />Stepped Down Gable End Truss <br />(6) 12d Nails into - <br />Cross Brace & 2x8 Scabs <br />Sheathing, Attached with 10d Nails -J <br />at 6" o.c. 0 edges 6" o.c. field <br />"L" Brace to Extend at Least <br />90% of Web Length <br />(see Table) <br />Simpson HETA20 or <br />at 4'- 0 "o.c. t) <br />(2) Rows of 10d <br />Nails at 4" o.c. <br />Along Bottom of Gable <br />Simpson H -10 or Equal DETAIL <br />at each Outrigger CROSS GRACING <br />Back Nail with (2) 16d Nails <br />See Structural Notes & Nailing <br />Schedule for Sheathing Detail <br />` Cross Brace <br />Located 48" o.c. at <br />Each Blocking Point. <br />Dbl. 2x6 Plate <br />1 12 ' 0 Ab's 0 48 "o. c. <br />#5 Rebar (con't.) <br />2x4 Purlins Spaced 0 8' -0" o.c. <br />Attach to Top of Block with 12d <br />Nails 0 6" on Center <br />2x4 Purlin Run Represents <br />Continuous Permanent Bracing of <br />The Bottom Chord. <br />GABLE ROOF DETAIL (VAULTED CEILING <br />DESIGN CRI TERIA <br />BUILDING DESIGNED AS PER FLORIDA BUILDING CODE, 2002. <br />ROOF DEAD LOAD 50 PSF. <br />DESIGN WIND SPEED 110 MPH. <br />ROOF LIVE LOADS 20 PSF. <br />REINFORCED CONCRETE 2500 PSI AFTER 28 DAYS MIN. <br />REINFORCING BARS 60,000 PSI GRADE. <br />ALL SIMPSON STRONG-TIE OR HUGHES ANCHORS & SRAPS. <br />ALL EMBEDDED ANCHORS AND STRAPS ARE HOT DIPPED GALVANIZED MATERIAL. <br />WALL SPECIFICATIONS <br />INTERIOR BEARING WALL <br />2x4 SPF Studs D 16" o.c. <br />(2) Top Plates (20) <br />W/ Simpson SP2 or Hughes HC520 at Each Stud. <br />(1) to Each Face. <br />(1) Bottom Plate (2x4 pt) <br />w/ Simpson SP1 or Hughes HC520 at Each Stud. <br />Attach Bottom Plate to Slab w/ 1/2"x 6" Anchor Bolts <br />EXTERIOR BEARING WALT_ <br />8" CMU Wall <br />Cells - (1) #5 Rebar Upright Filled w/ 2500 psi Grout <br />As Shown on Foundation Plan. <br />Bond Beam (1) #5 Rebar Placed in Knock -out Block <br />Filled w/ 2500 psi Grout. <br />J w/ Grout <br />\---Gypsum Wall Board <br />(6) 12d Nails into Cross Brace & Blocking <br />2x4 Panel Blocking 0 48" o.c. <br />For the First (4) Rows of Trusses <br />Frorn Each End typ. Bottorn Chord <br />Attached �vith (2) 16d Toenails. <br />�J� <br />(1) <br />�v <br />C) <br />n <br />O <br />O <br />w <br />r- <br />>- u <br />n� <br />w <br />w <br />- Y w <br />w <br />s Z U <br />C) U W (n <br />W <br />F- <br />U <br />O <br />V <br />L <br />0 <br />0- <br />U <br />W <br />V <br />D <br />Q ' <br />C � <br />V <br />D <br />W <br />N <br />i -n <br />u!� <br />U <br />V7 <br />z <br />O <br />U <br />1 <br />C) <br />O <br />O <br />0 <br />o <br />L a <br />s✓ <br />o <br />61 <br />2x4 Aln(�kinn <br />2x4 Purlins Attached to Each Bottom <br />Chord of Truss For Permanent Bracing <br />R OOF DIAPHRAGM NAILING SCHEDULE <br />110 rnph, LONE <br />+ + + + + <br />+ + + + + + + t + + + + + + + + + <br />+ <br />+ <br />+ + <br />+ <br />+ <br />+ I. <br />+ + <br />+ <br />' <br />gable end — <br />+ gable end <br />6'-0 <br />6'-0" <br />t + <br />+ <br />+ <br />+ + <br />gable end <br />0 <br />`.` <br />♦ r + ++ <br />8d Ring Shank or 10d Common Nails 0 6" o.c. <br />© 4" o.c. 0 Goble Endwall or Gable Truss <br />8d Common Nails 0 6" o.c. at Edges <br />8d Common Nails 0 12" o.c. Intermediates <br />N ote: <br />End Joints For Sheathing Shall be Staggered <br />and Occur Framing Member <br />�J� <br />(1) <br />�v <br />C) <br />n <br />O <br />O <br />w <br />r- <br />>- u <br />n� <br />w <br />w <br />- Y w <br />w <br />s Z U <br />C) U W (n <br />W <br />F- <br />U <br />O <br />V <br />L <br />0 <br />0- <br />U <br />W <br />V <br />D <br />Q ' <br />C � <br />V <br />D <br />W <br />N <br />i -n <br />u!� <br />U <br />V7 <br />z <br />O <br />U <br />1 <br />C) <br />O <br />O <br />0 <br />o <br />L a <br />s✓ <br />o <br />61 <br />2x4 Aln(�kinn <br />2x4 Purlins Attached to Each Bottom <br />Chord of Truss For Permanent Bracing <br />+ + <br />t + <br />+ <br />+ <br />+ + <br />t + <br />+ <br />} <br />+ <br />ridge line <br />+ <br />+ + <br />+ + <br />+ + N + <br />+ I to <br />+ <br />+ + <br />+ + + + + + <br />+ + <br />+ + + <br />+ <br />+ + + <br />+ + + <br />+ <br />+ <br />�J� <br />(1) <br />�v <br />C) <br />n <br />O <br />O <br />w <br />r- <br />>- u <br />n� <br />w <br />w <br />- Y w <br />w <br />s Z U <br />C) U W (n <br />W <br />F- <br />U <br />O <br />V <br />L <br />0 <br />0- <br />U <br />W <br />V <br />D <br />Q ' <br />C � <br />V <br />D <br />W <br />N <br />i -n <br />u!� <br />U <br />V7 <br />z <br />O <br />U <br />1 <br />C) <br />O <br />O <br />0 <br />o <br />L a <br />s✓ <br />o <br />61 <br />2x4 Aln(�kinn <br />2x4 Purlins Attached to Each Bottom <br />Chord of Truss For Permanent Bracing <br />