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(1) <br />1. BASE PLATE NAILING PER <br />SHEAR WALLSCHEDULE` <br />' <br />2� FLOOR SHEATHING PER PLAN <br />(3) <br />l JOIST PER PLAN, SECURE TO PLATE <br />W/ (2) 10d NAIL PER JOIST <br />� <br />4. SOLID CONTINUOUS RIM BOARD <br />5. PROVIDE (1) #4 BAR AT UPPER <br />12' OF STEM WALL <br />6. 5/8^ DIAMETER ANCHOR BOLT @ <br />72^ O.C. W/ 7^ EMBED. [U.N.O. IN <br />SHEAR WALL SCHEDULE) <br />7. #4 @ 48" 0,C, W/ STANDARD <br />~x <br />M00K3 ALTERNATE BENDS,NO WET <br />SET PERMOTED, (IF W0N0 POUR <br />VERTICAL REBAR D0N0T REO'S) <br />-�� <br />8. (2) #4 BARS CONTINUOUS AT <br />BOTTOM <br />9. EDGE NAILING PER SMEAR WALL <br />SCHEDULE <br />lO, 18d TOE NAILS @ 5^ O.C. <br />u/ <br />S|MPSON U94 @ 48^ O.C. <br />REQUIRED |FPLYWOOD SHIM <br />OCCURS AT RIM BOARD <br />CRAWL SPACE <br />F N <br />SCALE:NIS. <br />1. BASE PLATE NAILING PER <br />(1) 14 SHEAR WALL SCHEDULE <br />(2) 2. FLOOR SHEATHING PER PLAN <br />3. FLOOR JOISTPER PLAN <br />4. SOLID CONTINUOUS RIM BOARD <br />u/ 5. PROVIDE A\ #4 BARAT UPPER <br />12^ OF STEWWALL <br />O. 5/8. DIAMETER ANCHOR BOLT @ 72^ <br />� O.C. #Y 7^ U. IN <br />SHEAR WALL SCHEDULE) <br />T #4@ ^ STANDARD <br />HOOKS ALTERNATE 8[NDS, NO <br />WET SET PERMITTED <br />0� �) #4 BARS CONTINUOUS AT <br />BOTTOM <br />S. EDGE NAILING PER SHEAR WALL <br />OL SCHEDULE <br />10. 16d TOE NAILS @ 6" 0,C, <br />(GALVANIZED &AIL3) <br />v <br />11� JOIST BLOCKING AT PANEL <br />^' EDGES (1ST BAY 0NU) <br />NOTE: <br />SIWPS0N LTP4 @ 48" O.C. REQUIRED IF <br />pLYW0OD SHIM OCCURS AT RIM BOARD <br />SPACE <br />���� ���� <br />CRAWL��������� ����������/�N N����m <br />_-_ - _ _ __ FOUNDATION. <br />_ _ '_- _ __ _ _ _ ' <br />[SHEATHING <br />& NAILING PER <br />1- <br />BLOCKING BY JOIST MFR. <br />SHEAR WALL SCHEDULE <br />2. <br />(3) 15J PER BLOCK <br />k1 <br />2. <br />EDGE NAILING PER SHEAR WALL <br />SCHEDULE <br />J. <br />FLUOR SHEATHING <br />4 <br />|-J0|�� PER P�� <br />J� <br />FINISH GRADE OR SLAB AS <br />� <br />OCCURS <br />5. <br />BEAM PER PLAN <br />4. <br />PROVIDE /1\ #4 BAR AT UPPER <br />5, 2x CLEAT EACH 30E OR <br />12^ OF STEW WALL <br />5|MPS0N 8C POST CAP <br />5. <br />#4 @ 48' O.C. W/ STANDARD <br />7. <br />4x OR Gx P.T. POST W1 <br />HOOKS ALTERNATE BENDS (IF <br />S|WPS0N A34 EACH SIDE OR <br />MONO POUR, VERTICAL RE8AR <br />S|WPS0N PB POST BASE <br />NOT RE0'S) <br />O. <br />C0NC, FOOTING PER PLAN <br />0. <br />CONIC. SLAB AS OCCURS <br />S. <br />EDGE NAILS <br />7. <br />TREATED SILL PLATE W/ 5/8" <br />DIAMETER ANCHOR BOLT @ 72" <br />O.C. W/ 7" EMBED. (U.N.0. IN <br />SHEAR WALL SCHEDULE) <br />(8) <br />O. <br />BARS CONTINUOUS AT <br />,5 <br />4' <br />BOTTOM OF FOOTING <br />1.W0OD COLUMN PER PLAN <br />2.3|WP30& PB POST BASE AS <br />OCCURS (U.N.0 ON THE PLAN) <br />J. #3 TIES AT 10^ O.C. AT <br />PEDESTAL <br />4 <br />- (4) #4 DOWELS W/ ALTERNATE <br />BEND FOR PEDESTAL <br />5, FINISH GRADE OR CONCRETE <br />SLAB WHERE OCCURS <br />8. 12' SQUARE CONCRETE <br />PEDESTAL (OPTIONAL) <br />7. CONCRETE FOOTING <br />8. 2-#4 BARS EACH WAY (U.N.[, <br />ON THE PLAN) <br />9. ARCHITECTURAL C0VER, SEE <br />ARCHITECTURAL DRAWINGS FOR <br />ADDITIONAL INFORMATION <br />�� ��� �-&�^�&����@_���m�. � 0�_*���� PLAN <br />_ _ '-__ <br />����������� ��E �T <br />~�^" . - <br />REVou_sr°~~- ____T <br />v~6. <br />