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tF� <br />-I <br />NAILING SCHEDULE <br />JOINT DESCRIPTION <br />NAILING TYPE <br />OF NAILS <br />NAIL SPACING <br />ROOF FRAMING <br />TRUSS TO TOP PLATE <br />TOE -NAILED <br />4-8d <br />PER TRUSS <br />BUILT-UP GIRDERS AND BEAMS <br />TOE -NAILED <br />20d <br />' D.C. 0 TOPJBOTTOM STAGGERED <br />RAFER PLATE <br />TOE -NAILED <br />3-16d <br />EACH END <br />BLOCKING TO RAFTER <br />TOE -NAILED <br />2-8d <br />EACH END <br />WALL FRAMING <br />BUILT-UP CORNER STUDS <br />FACE -NAILED <br />1-16d <br />30' O.C. <br />TOP PLATE TO TOP PLATE <br />FACE -NAILED <br />2-10d <br />16" O.C. <br />TOP PLATE, LAPS AND INTERSECTIONS <br />FACE -NAILED <br />2-16d <br />JOINTS - EA SIDE <br />STUD TO STUD <br />FACE NAILED <br />10d <br />24' O.C. <br />STUD TO SOLE PLATE <br />TOE -NAILED <br />2-16d <br />16' O.C. AT EDGES <br />DOUBLED STUDS <br />FACE NAILED <br />16d <br />24' O.C. <br />DOUBLED TOP PLATES <br />FACE NAILED <br />16d <br />16' O.C. <br />CONTINUOUS HEADER, TWO PIECES <br />FACE NAILED <br />16d <br />16" O.C. AT EDGES <br />CONTINUOUS HEADER TO STUD <br />TOE -NAILED <br />3-16d <br />EACH END <br />TOP OR BOTTOM PLATE TO STUD <br />END -NAILED <br />2-16d <br />PER 20 PLATE <br />BOTTOM PLATE TO BANDJOIST <br />FACE -NAILED <br />2-16d <br />PER FOOT <br />SOLE PLATE TO JOIST OR BLOCKING <br />FACE -NAILED <br />1-16d <br />PER FOOT <br />FLOOR FRAMING <br />JOIST TO TOP PLATE OR GIRDER <br />TOE -NAILED <br />2-16d <br />PER JOIST <br />BLOCKING OR BRIDGING TO JOIST <br />TOE -NAILED <br />2-8d <br />EACH END <br />1 x6 SUBFLOOR OR LESS TO EA JOIST <br />FACE -NAILED <br />2-8d <br />PER JOIST <br />*OVER 1x6 SUBFLOOR TO EA JOIST <br />FACE -NAILED <br />3-8d <br />PER JOIST <br />2' SUBFLOOR TO JOIST OR GIRDER <br />BUND FACE -NAILED <br />2-16d <br />PER JOIST <br />2' PLANKS <br />BUND FACE -NAILED <br />1-16d <br />OPER PLANK <br />BAND JOIST TO JOIST <br />END -NAILED <br />3-16d <br />PER JOIST <br />BAND JOIST TO SILL OR TOP PLATE <br />TOE -NAILED <br />8d <br />6" O.C. <br />CEIING JOISTS TO PARALLEL RAFTERS <br />FACE -NAILED <br />3-16d <br />PER JOIST <br />CEIING JOISTS, LAPS OVER PARTITIONS <br />FACE -NAILED <br />3-16d <br />PER JOIST <br />CEIING JOISTS TO PLATE <br />TOE -NAILED <br />2-16d <br />PER JOIST <br />ROOF SHEATHING <br />WOOD STRUCTURAL PANELS 4' PERIMETER EDGE ZONE <br />PANEL EDGES <br />8d <br />4' O.C. <br />WOOD STRUCTURAL PANELS 4' PERIMETER EDGE ZONE <br />PANEL FIELD <br />8d <br />6' O.C. <br />WOOD STRUCTURAL PANELS INTERIOR ZONE <br />PANEL EDGES <br />8d <br />6' O.C. <br />WOOD STRUCTURAL PANELS INTERIOR ZONE <br />PANEL FIELD <br />8d <br />12' O.C. <br />CEIUNG SHEATHING <br />1 2' GYPSUM WALLBOARD <br />DW SCREWS <br />1-3 8' <br />7' O.C. <br />5 8' GYPSUM WALLBOARD <br />DW SCREWS <br />1-1/2' <br />7' O.C. <br />WALL SHEATHING <br />*OVER 1x6 SHEATHING TO EACH BEARING <br />FACE -NAILED <br />3-8d <br />EACH END <br />1x6 SHEATHING OR LESS TO EACH BEARING <br />FACE -NAILED <br />2-8d <br />EACH END <br />1 2' GYPSUM WALLBOARD <br />DW SCREWS <br />1-3/8' <br />8' O.C. <br />5 8' GYPSUM WALLBOARD <br />DW SCREWS <br />1-1 2" <br />8' O.C. <br />WOOD STRUCTURAL PANELS 4' EDGE ZONE <br />PANEL EDGES <br />8d <br />6' O.C. <br />WOOD STRUCTURAL PANELS 4' EDGE ZONE <br />PANEL FIELD <br />8d <br />12" O.C. <br />WOOD STRUCTURAL PANELS INTERIOR ZONE <br />PANEL EDGES <br />8d <br />6' O.C. <br />WOOD STRUCTURAL PANELS INTERIOR ZONE <br />PANEL FIELD <br />8d <br />12" O.C. <br />FLOOR SHEATHING <br />STRUCTURAL PANELS <br />PANEL EDGES <br />8d <br />6' O.C. <br />STRUCTURAL PANELS <br />PANEL FIELD <br />8d <br />12" O.C. <br />;PLUS 1 NAIL FOR EACH SIZE INCREASE <br />**2 AT ENDS AND AT EACH SPLICE, 2 EACH BEARING <br />f ADD 2x4 <br />I <br />I 12d NAILS ® 16" O.C. <br />I TRUSS VERTICAL <br />UPLIFT CONNECTORS (SEE <br />SCHEDULE) <br />2-16d NAIL THRU TRUSS <br />BOTTOM CORD INTO <br />2x4 BLOCKING <br />WOOD GIRDER TRUSS <br />AMIN n..A 'r^ T[]I Inn V["IMrit AI n WHICH <br />GABLE BRACING <br />2x4 STAGGERED BLOCKING ® 48" O.C. <br />INSTALLED IN FIRST TWO FRAMING <br />SPACES FROM GABLE END TRUSS <br />ROOF TRUSS <br />2x4 TRUSS BRACE WITH 3-16d <br />NAILS EACH END ® 6'-0" O.C. <br />2-16d NAILS INTO EACH END OF <br />BLOCKING & END NAILED <br />2x4 STAGGERED BLOCKING ® 48" O.C. <br />INSTALLED IN FIRST TWO FRAMING <br />SPACES FROM GABLE END TRUSS <br />RADIANT BARRIER <br />PRE -ENGINEERS[ <br />R-19 UNFACED <br />INSULATION ABM <br />SMPSON EMBED[ <br />HURRICANE TIE I <br />EACH TRUSS <br />BEARING POINT <br />URETHANE CORN <br />SEE DETAIL #5 <br />ALUMINUM FAN <br />STEEL REINFORC <br />ALUMINUM PICTL <br />SEE DETAIL #5, <br />8" C.M.U. WALL <br />8' C.M.U. HEAD <br />FINISH GRADE (V <br />CONCRETE F001 <br />(SEE FOOTING <br />TYP. WALL SECTION THRU-WINDOW <br />3/4"=1'-0" <br />��l <br />KIVt-1 M" I tLLt 5S <br />=1'-0" <br />5/8'CDX PLYWOOD OVER GAF "DECK ARMOR" <br />UNDERLAYMENT <br />i <br />i <br />i <br />i <br />METAL <br />DRIP FLASH / <br />i <br />i <br />i <br />i <br />ALUMINUM GUTTER n <br />IJ� <br />i <br />i <br />TRUSS PLUMB HEIGHT <br />1 x 8 WOOD FASCIA <br />2x WOOD CORNICE <br />SUPPORT FRAMING L ACOUSTIC TILE CEILING <br />16" HIGH COMPOSITE BOND <br />URETHANE CORNICE MOLDING BEAM (2 KNOCK -OUT BLOCK) <br />WITH 1#5 TOP AND 1#5 <br />BOTTOM IN FULLY GROUTED <br />CELLS <br />9 GA. (LADDER TYPE) HORIZONTAL <br />JOINT REINFORCEMENT AT 16" O.C. <br />VERTICAL - TYPICAL <br />1#5 REBAR IN FULLY GROUTED <br />CELLS FROM FOOTING TO BOND <br />BEAM AT 4' O.C. MAX. UNLESS <br />NOTED OTHERWISE- PROVIDE <br />STANDARD 90 DEGREE HOOK <br />9 GA. METAL WALL TIE A MAX. <br />24" VERTICAL AND 36' <br />HORIZONTAL <br />8"x8'x16" CONCRETE BLOCK <br />1/2" GYP. BD. OVER R4.3 <br />RADIANT BARRIER AND 3/4" <br />P.T. WOOD FURRING A 24' <br />FURRING OPTION: 7/8" <br />GALV. HAT CHANNEL A 24" <br />O.C. <br />4'x 2-2/3"x8" MODULAR BRICK _---_,�� 1 Eff CONSTRUCTION <br />ICK/BLOCK <br />FULL 3/8' PARGE COAT - <br />(BACKPLASTER) ON FACE OF <br />CONCRETE BLOCK <br />v�I1 1 Z I <br />%�+Ii i <br />T1 I / i— 4" CONCRETE FLOOR SLAB <br />8' C.M.U. HEADER BLOCK <br />FINISH GRADE (VARIES) <br />4"x8"x16" BLOCK BELOW GRADE <br />o <br />4. <br />CONCRETE FOOTING °• " ;• <br />(SEE FOOTING SCHEDULE) 'd , <br />G ,. <br />U�IAL WALL SECTION <br />N <br />0 <br />I <br />CV <br />ALL RIGHTS RESERVED <br />CORDA k ASMTES ARCFMfECIS ®2M COPYRIGHT <br />REVISIONS <br />1 <br />8-13-08 <br />b <br />� <br />rn <br />cn O <br />o <br />H <br />H <br />Qom <br />W <br />H <br />E..j <br />F� <br />I00004 <br />�nn <br />W <br />O <br />N <br />r� <br />w <br />o <br />wo <br />rn <br />E-4 I <br />0__4 <br />co <br />rn <br />I <br />00 <br />04 <br />00 <br />J <br />W <br />NJ <br />O. <br />� cn <br />z <br />U <br />cW <br />pd � <br />z <br />W <br />Qi Q <br />N <br />F� N <br />0 <br />DATE' <br />5/30/08 <br />ALE' <br />AS NOTED <br />JOB NO.: <br />27013 <br />SHEET. <br />All <br />OF 22 <br />SHEETS <br />