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7) <br />NOTES: <br />J <br />1. PLYWOOD SHEATHING <br />J <br />(6) <br />(2) <br />(7) <br />2x4 RAFTERS 24' O.0 SUPPORTED <br />NOTES: <br />2. 2x BLOCKING <br />NOTES: <br />AT 6' O.C. W/2x4 VERTS TO <br />RAFTERS ALTERNATE:2x6 RAFTERS <br />2x6 <br />RIDGE BAORD U.N.O. <br />1. <br />WOOD TRUSS PER PLAN <br />3. ARCHITECTURAL FASCIA <br />(1) <br />1. <br />EDGE NAILING <br />24' O.C. SUPPORTED AT 8' O.C. <br />(4) <br />W/2x6 VERTS TO RAFTERS (4x4 <br />2. <br />PLYWOOD SHEATHING <br />4. 2x4 OUTRIGGERS AT 24" O.C. <br />2. <br />RIDGE VENTS <br />VERT. SUPPORTS HEIGHTS <br />W <br />4) <br />(6) <br />EXCEEDING 5'-0) <br />z <br />3. <br />EDGE NAILING <br />(5) <br />5. 2x STRUCTURAL FASCIA <br />3. <br />WOOD TRUSS PER PLAN <br />Y <br />(1) <br />4. <br />2x BLOCKING WITH (3) 16d NAILS <br />(12) <br />2) <br />4. <br />PLYWOOD SHEATHING <br />of <br />PER BLOCK <br />8) <br />3) <br />6. (2) 10d EACH OUTRIGGER <br />(2) <br />3) <br />(3) <br />5. <br />2x SOLID BLOCKING <br />> <br />J <br />(3) <br />5. <br />WOOD FASCIA WITH (2) 10d <br />7. EDGE NAILING <br />z N <br />Q <br />8) <br />(4) <br />NAILS PER TRUSS MANUFACTURER <br />(11) <br />WITH RIDGE VENTSof <br />00 <br />7) <br />8. 2x4 BRACE AT 48" O.C. <br />5) <br />6. <br />SHEATHING AND ATTACHMENT PER <br />SHEARWALL SCHEDULE <br />9. 2x DOUBLE TOP PLATE <br />V <br />00 <br />(7) <br />7. <br />SIMPSON H1 AT EACH TRUSS - <br />(8) <br />0. WOOD STUD WALL <br />4) <br />O <br />3) <br />USE SIMPSON H2.5 EACH SIDE <br />m E <br />U) <br />OF GIRDER TRUSS <br />9) <br />PRE-MFR'D WOOD TRUSS <br />SHEATHING PER PLAN <br />v <br />M <br />(6) <br />CON. UNDER <br />�H-N <br />8. <br />SIMPSON A35 CLIP AT 24" O.C. <br />0 <br />12. (3) 10d EACH END <br />2x6 VALLEY <br />BOARDS <br />OVERFRAMING <br />vJ <br />W <br />(5) <br />NAILED TO <br />EACH RAFTER <br />13. SIMPSON A35 AT 24" O.C. (3) W/(3) 16d NAILS <br />WITHOUT RIDGE VENTS <br />(M <br />N <br />O <br />WOOD TRUSS AT WOOD <br />STUD WALL <br />GABLE END TRUSS <br />TRUSS RIDGE <br />TYPICAL OVERLAY FRAMING <br />" <br />N <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />r <br />tjj r�' <br />wwW <br />k <br />Z+ <br />w p C <br />O <br />o <br />f <br />d,�rbas <br />o4wh <br />NOTES: <br />NOTES: <br />NOTES: <br />NOTES: <br />1. <br />(E) PLYWOOD SHEATHING <br />1. <br />BASE PLATE NAILING PER <br />1. <br />BASE PLATE NAILING PER <br />(5) <br />1. <br />BASE PLATE NAILING PER <br />SHEARWALL SCHEDULE <br />SHEARWALL SCHEDULE <br />SHEARWALL SCHEDULE <br />2. <br />(E) PREFABRICATED WOOD TRUSS <br />4) <br />2. <br />PLYWOOD SHEATHING <br />(8) <br />2. <br />PLYWOOD SHEATHING <br />�)) <br />2. <br />PLYWOOD SHEATHING <br />3. <br />(E) EDGE NAILING <br />7) <br />3. <br />PLYWOOD WEB JOISTS PER PLAN <br />(1) <br />3. <br />PLYWOOD WEB JOISTS PER PLAN <br />(8) <br />3. <br />PLYWOOD WEB JOIST PER PLAN <br />4. <br />2x BLOCKING WITH (3) 16d NAILS <br />(2) <br />PER BLOCK <br />7) <br />4. <br />WOOD BEAM PER PLAN <br />(2) <br />(6) <br />4. <br />SHEATHING AND ATTACHMENT PER <br />4. <br />RIM JOIST BY JOIST <br />SHEARWALL SCHEDULE <br />MANUFACTURER - ATTACH WITH <br />5. <br />HANGER BY TRUSS <br />5. <br />BLOCKING AT 48" O.C. BY JOIST <br />3) <br />2) 10d NAILS PER JOIST <br />2 <br />MANUFACTURER <br />MANUFACTURER <br />5. <br />WOOD BEAM <br />6) <br />3) <br />(6) <br />(4) <br />(7) <br />5. <br />SHEATHING AND ATTACHMENT PER <br />6. <br />PREFABRICATED WOOD TRUSS <br />6. <br />SIMPSON FLU TYPE HANGER <br />6. <br />EDGE NAILING <br />SHEARWALL SCHEDULE <br />GIRDER <br />(6)� <br />(7)� <br />(6) <br />x <br />7. <br />(6) #8 SCREWS PER BLOCK - <br />7. <br />SIMPSON IUS OR ITT TYPE <br />6. <br />16d TOENAILS AT 6" O.C. <br />0d NAILS ALTERNATE <br />HANGER <br />(4) <br />(5) <br />(4) <br />8. <br />WOOD STUD WALL <br />7. <br />EDGE NAILING <br />(5) <br />(3) <br />(5) <br />H. <br />1 1/2" LIGHT WEIGHT CONCRETE <br />TOPPING <br />WOOD TRUSS TO TRUSS GIRDER PLYWOOD WEB JOIST AT WOOD BEAM 7 PLYWOOD WEB JOIST AT WOOD BEAM BELOW 8 PLYWOOD WEB JOIST AT WOOD STUD WALL <br />SCALE: N.T.S. \ V SCALE: N.T.S. \ SCALE: N.T.S. \ SCALE: N.T.S. <br />1. <br />BASE PLATE NAILING PER <br />NOTES: <br />SHEARWALL SCHEDULE <br />1. SIMSON HANGER (LU OR SIMILAR) <br />2. <br />PLYWOOD SHEATHING <br />NOTES: <br />3) (7) <br />2. SHEATHING/DECKING <br />7)� <br />2) 1. <br />WOOD BEAM PER PLAN <br />3. <br />BLOCKING AT 48" O.C. BY JOIST <br />MANUFACTURER <br />2) 3. SEE LEDGER CONNECTION PER <br />- <br />2. <br />DOUBLE TOP PLATE <br />DETAIL 11/S5.0 <br />w <br />2) <br />(1) <br />3) <br />(6) <br />4. <br />RIM JOIST BY JOIST <br />MANUFACTURER - ATTACH WITH <br />4. EXISTING FLOOR JOIST NOTES: <br />(4) <br />(4) 3. <br />PLYWOOD SHEATHING <br />V <br />Z <br />0) <br />9) <br />8) <br />2) 10d NAILS PER JOIST <br />0'-9" <br />5. EXISTING WALL <br />4. <br />EXTERIOR WALL STUD <br />w <br />2X LEDGER BOARD <br />8) <br />s <br />5. <br />PLYWOOD WEB JOIST PER PLAN <br />5. <br />COLUMN OR B.U. COLUMN <br />Q <br />6. NEW FLOOR JOIST PER PLAN <br />_ <br />6. <br />SHEATHING AND ATTACHMENT PER <br />® ® <br />2. SIMPSON SDWS2240ODB <br />(3) <br />6. <br />6 NAILS <br />4) <br />7) <br />SHEARWALL SCHEDULE <br />7. EDGE NAILIMG <br />w <br />® ® <br />7. <br />MST40 STRAP AT EA DIRECTION <br />MO <br />8) <br />7. <br />16d TOENAILS AT 6" O.C. <br />8. <br />EDGE NAILING <br />6) <br />6„ <br />8. <br />LSTA24 OR EQUIVALENT STRAP AT <br />Q <br />J <br />U) <br />rn <br />(4) <br />2) <br />EA SIDE <br />J <br />a� <br />Q <br />5) <br />9. <br />(6) #8 SCREWS PER BLOCK - <br />O <br />5) <br />10d NAILS ALTERNATE <br />m <br />0 <br />w <br />O <br />i <br />10. <br />1 1/2" LIGHTWEIGHT CONCRETE <br />O <br />TOPPING <br />(5) <br />W <br />PLYWOOD WEB <br />JOIST AT WOOD <br />STUD WALL <br />0 NEW FLOOR JOIST AT EXISTING WALL <br />1 LEDGER BOARD <br />2 BEAM POCKET CONNECTION <br />�� <br />�v <br />SCALE: N.T.S. <br />\ SCALE: N.T.S. <br />\ SCALE: N.T.S. <br />\ SCALE: N.T.S. <br />U) <br />J_ <br />Q <br />2) <br />4 <br />(5) <br />1. <br />NOTES: <br />CEILING FRAMING/BOTTOM CHORD <br />SC 6'-0" MINIMUM LAP NOTES: <br />1. TOP PLATE SPLICE <br />16d NAILS @ 4" O.C. (1) OVER STUD ONLY. <br />2 <br />(3) <br />N O WOOD STUD WALL <br />2. WOOD HEADER PER PLAN <br />HEADER AND BEAM SCHEDULE <br />OPENING SIZE HEADER SIZE <br />FOR LOAD BEARING WALLS <br />TRIMMERS REQ'D KING STUDS REQ'D <br />2X4 2X6 2X4 2X6 <br />L J <br />0 <br />(� <br />z <br />(3) <br />+I <br />6) \ <br />2. <br />3. <br />4. <br />SIMPSON DTC CLIP AT EACH <br />BOTTOM CHORD <br />WOOD STUD WALL <br />SIMPSON DTC CLIP AT 2' O.C. <br />2. DOUBLE TOP PLATE. <br />3. WOOD STUDS. <br />(2) <br />(3) <br />(4) <br />(5) <br />3. (2) 16d TOENAILS - EACH <br />SIDE, EACH END <br />4. (3) 16d NAILS AS SHOWN <br />5. RUN VERTICAL STUDS UP <br />UP TO 3'-6° SEE PLAN <br />3'-6"> TO 5'-0° SEE PLAN <br />5'-0"> TO 8'-0" SEE PLAN <br />2 2 <br />1 2 2 <br />2 <br />2 <br />J <br />Q <br />� <br />PERPENDICULAR TO FRAMING <br />(3) <br />PARALLEL TO FRAMING <br />5. <br />6. <br />(2) 16D NAILS <br />2X4 FLAT AT 2' O.C. <br />8) <br />6 <br />PAST HEADER AS SHOWN <br />6. (2) 16d NAILS AT 12" O.C. <br />8. DOUBLE STUDS UNDER <br />HEADER BEARINGS FOR <br />OPENING WIDTHS GREATER <br />THAN 5'-0" <br />8'-0"> TO 10'-6" SEE PLAN <br />0'-6"> TO 16'-0° SEE PLAN <br />NOTES: <br />- UNLESS NOTED OTHERWISE, ALL BEAM <br />- ALL BUILT-UP SUPPORTS WILL MATCH <br />3 3 3 <br />3 4 3 <br />AND HEADER SUPPORTS SHALL CONFORM <br />OR EXCEED WIDTH OF SUPPORTED BEAM <br />3 <br />3 <br />TO THIS SCHEDULE <br />o <br />a <br />= o <br />z <br />ROUGH OPENING WIDTH <br />- ALL HEADERS ARE TO BE 4X10 DF-L <br />NO.2 UNLESS NOTED OTHERWISE <br />SHEET <br />INTERIOR NON -BEARING STUD WALLS AT WOOD TRUSSES 10 TYPICAL SPLICE OF TOP PLATES 5 WOOD HEADER (DROPPED) 6 HEADER AND BEAM SCHEDULE FOR LOAD BEARING WALLS S 5.O <br />SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. <br />