1433 & 1435 S Cypress Ave Units #100 & 101 - Plan

Home Browse Search

CITY OF SANTA ANA, Planning and Building ncy may, lS Approved FOR PERMIT ISSUANCE aster SHEAR WALL SCHEDULE I I SILL CONNECTION TOP ANCHORAGE SYM SHEAR WALL SHEATHING (SEE 2) CONCRETE & WOOD SIMPSON 19 CBC MASONRY I A35 90 I /@ 6T 0 CCTTOP & BOTTOM &O E.N F.N. PER SECT. 2513)LATH W11 I GA S I �8 A'B' �1° 72" O.C. 16d @ 12" O.C. 16" O.C. 10 280 1 '%2 ° STR I PLYWD BLKD w/Bd @ 6" O.C. E.N. & 12" O.C. F.N. %" A.B. @ 32" O.C. 16d @ 3" O.C. 16" O.C. 11 340 ' Y32 ° STR I PLYWD BLKD w/1 Od @ 6" O.C. E.N. & 12" O.C. F.N. %8' A.B. @ 24" O.C. % fi' Lag @ 6" O.C. 12" O.C. 12 430 'YY32 " STR I PLYWD BLKD W/8d @ 4" O.C. E.N. & 12" O.C. F.N. Y/g' A.B. @ 24" O.C. %6" Lag @ 6" O.C. 8" O.C. 13 510 ' Y32 .'STR I PLYWD BLKD w/10d @ 4" O.C. E.N. & 12" O.C. F.N. YB" A.B. @ 16" O.C. %s' Lag @ 6" O.C. 8" O.C. 14 665 ' Y32 " STR I PLYWD BLKD w/1 Od @ 3" O.C. E.N. & 12" O.C. F.N. %" A.B. @ 16" O.C. % fi' Lag @ 5" O.C. 8" O.C. i 15 870 'Y32 " STR I PLYWD BLKD W/1 Od @ 2" O.C. E.N. & 12" O.C. F.N. Y/B' A.B. @ 8" O.C. %s' Lag @ 4" O.C. 6" O.C. A. ALL EXTERIOR WALL TO BE SECURED WITH 5/8"0x12" A.B.'S AT 72" O.C. WITH 7" OF EMBEDMENT, UNLESS OTHERWISE NOTED AND WITH MINIMUM 3"0"xi/4" THICK PLATE WASHER UNDER NUT AT EACH BOLT. B. ALL INTERIOR WALLS WITH SHOT PINS; RAMSET # 3348, OR EQUIVALENT, AT 36" O.C. AT BEARING WALLS AND 48" O.C. AT NON -BEARING WALLS, UNLESS OTHERWISE NOTED. C. CODE MINIMUM (2) ANCHOR BOLTS PER PANEL. D. CODE MINIMUM 16d SOLE PLATE NAILS AT 16" O.C. TYPICAL AT ALL SECOND FLOOR WALLS (U.N.O.). E. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE PROGRESSIVE NAILING. F. ALL NAILS ARE COMMON NAILS. G. TABLE FOR USE WITH STUDS AT 16" O.C. MAXIMUM. H. ALL LAG BOLTS (LB) TO BE 8" LONG INSTALLED WITH PILOT HOLE AND WRENCH. J. 5/8"0 A.B. MAY BE REPLACED BY 518"0 THREADED RODS BY 5" EMBED. WITH SIMPSON ET EPDXY, ICBO ER 4945, (OR EQUIVALENT) AT THE SAME SPACING, WITH SPECIAL INSPECTION. EACH BOLT SHALL HAVE MIN. 2.5"x2.5"4.299" THICK SQUARE WASHER. K. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT ALL EDGES OF ALL PLYWOOD SHEETS IN SHEAR WALL. L. ALL PLYWOOD PANEL SHALL BE MANUFACTURED USING EXTERIOR GLUE. 1. USE 3x STUDS, AND 3x BOTTOM PLATE WITH STAGGERED NAILING WHERE THE ALLOWABLE SHEAR VALUE EXCEEDS 350 PLF. 2. WHERE SHEAR MATERIAL IS INSTALLED ON BOTH SIDES, THE SPACING FOR THE ABOVE TOP ANCHORAGE AND SILL CONNECTION SHALL BE HALF SHOWN. UNLESS OTHERWISE NOTED ON PLANS. ROOF PLYWOOD DIAPHRAGM (SHEATHING): USE 1/2" STRUCTURAL C-D OR C-C PLYWOOD, MIN. PANEL INDEX NUMBER (24/16) WITH 8d NAILS AT 6" O.C. SUPPORTED EDGES AND BOUNDARIES; AT 12" O.C. IN THE FIELD (UNBLOCKED U.O.N.). FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR PLYWOOD DIAPHRAGM (SHEATHING): USE 3/4 " STRUCTURAL, C-D, OR C-C PLYWOOD, MIN. PANEL INDEX NUMBER (48/24) TONGUE & GROOVE, WITH 10d NAILS AT 6" O.C. SUPPORTED EDGES AND BOUNDARIES; AT 10" O.C. IN THE FIELD (UNBLOCKED U.O.N.) FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. DECK PLYWOOD DIAPHRAGM (SHEATHING): USE 3/4" STRUCTURAL, C-D, OR C-C PLYWOOD, MIN. PANEL INDEX NUMBER (48/24) TONGUE & GROOVE, WITH 10d NAILS AT 6" O.C. SUPPORTED EDGES AND BOUNDARIES; AT 10" O.C. IN THE FIELD (UNBLOCKED U.O.N.) FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. NOTES: 1. USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.O.N. 2. AT FLOOR LEVELS, USE SOLID BLOCKING AT PERPENDICULAR SHEARWALLS AND DOUBLE FLOOR JOISTS AT EACH END OF THE SHEARWALL 3. ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TO THE WALLS BELOW. 4. ALL HOLDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW WITH A HOLDOWN TO THE LOWER LEVEL OR TO THE FOUNDATION.