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USE SIMPSON SET-22 C E <br /> OR EQUIVALENT EPDXY <br /> BASEMENT SHEAR WALLS/MAIN FLOOR FRAMING PLAN <br /> FOUNDATION PLAN <br /> „ ROOF DECK FRAMING PLAN NOTES V:4'2114:41)(34:1"..:27:3131:44:14::117"1:9 <br /> z• 3X3X1 4 <br /> GALVANIZED PLATE WASHER IS REQUIRED <br /> JOIST BEARINGe EMBED ANCHOR BOLTS 7.5" MIN POINT PER PLAN �o��s 923 4,4�$t{,'�1. ALL BEAMS SHALL BE FLUSH UNLESS NOTE OTHERWISE ON THE PLAN. slm.,�� ' <br /> • REFER TO SHEAR WALL PLANS FOR HOLD-DOWN LOCATIONS HEADERS SHALL BE DROPPED (SEE NOTE 9). <br /> • THE FOUNDATION PLAN SHOWN ON THIS SHEET PROVIDES THE FOOTING 2. REFER TO THE HEADER DETAIL ON THIS SHEET FOR HEADERS NOT <br /> SIZES AND DIMENSIONS, ALONG WITH THE STRUCTURAL DETAILS. SPECIFICALLY CALLED OUT ON THIS PLAN. PROJEC #REFER TO THE ARCHITECTURAL DWGS FOR OVERALL DIMENSIONS (WHICH 3. UNLESS NOTED OTHERWISE, USE (2) 2 X 4 OR (2) 2 X 6 UNDER ALL <br /> IS THE BASIS OF THE DESIGN). /—JOIST BEARING HEADERS. <br /> SHEET NUMBER WHERE DETAIL IS SHOWN HOLD-DOWN DETAIL NUMBER POINT PER PLAN <br /> 4. STRAPS SHOWN ON THIS LEVEL ATTACH TO WALLS ABOVE AND BELOW <br /> HOLD-DOWN DETAIL NUMBER 7 7SHEET NUMBER WHERE DETAIL IC - - - - - - (CENTERED ABOUT THE JOIST RIM. <br /> IS SHOWN 4 X 8 DF 2 5. SHEAR WALLS SHOWN ON THIS PLAN OCCUR BELOW THE FLOOR FRAMING. <br /> OR 6 X 6 DF 2 6. PROVIDE CONTINUOUS SOLID BEARING TO THE FOUNDATION AT GIRDER <br /> MSTXX OR TDX (2/S-3) MSTXX OR TDX(2/S-3) (2)2 X 6 STUDS <br /> JOIST SPAN PER PLAN (2)2 X 6 STUDS OR PER HOLD-DOWN SCHEDULE TRUSSES, HIP MASTERS, BEAMS AND HEADERS. SHEET NO <br /> OR PER HOLD-DOWN SCHEDULE 7. IF MANUFACTURED FLOOR JOISTS ARE USED IN LIEU OF SOLID FRAMING (IF <br /> 7)v///////////////////// MSTXX( = MST STYLE STRAP TYPICAL JOIST SYMBOL � � �� <br /> ka-MIN LENGTH OF SW TDX (TIE DOWN) PER HOLD-DOWN APPLICABLE), PROVIDE SHOP DRAWINGS FOR REVIEW. <br /> .................... <br /> 8. FLOOR SHEATHING &NAILING: • <br /> SW-1 -� AI_5n SCHEDULE ON S-3 WALL(1YP) BM PER PLAN " ix <br /> SHEAR WALL MARK uVVVV "t (EACH-END OF S.W.) TYPICAL HEADER DETAIL (UNO) 8.1. FLOOR SHEATHING SHALL BE 4 T&G. <br /> (EXAMPLE) 1 8.2. NAIL WITH 10d @ 6"0.C.AT PERIMETER AND 10d @ 12"0.C. IN <br /> PER S.W.TABLE S-3 MIN LENGTH OF el <br /> THE FIELD-UNLESS OTHERWISE NOTED ON PLAN. <br /> SHEAR WALL (EXAMPLE) = POST/COLUMN SUPPORTED BY A BEAM. <br /> SHEAR WALL LEGEND X 4 DOES NOT CONTINUE TO FLOOR BELOW. 9. WALL TOP PLATE REQUIREMENTS -ALL TOP PLATES OF WALLS SHALL BE ,, <br /> 4 DF 2 (1W) DOUBLE 2 X 6 (OR 2 X 4 IF ALLOWED).THE TOP PLATES MUST BE <br /> SW = SHEAR WALL TYPICAL BEAM SUPPORT DETAIL (UNO) <br /> TD = TIE DOWN PER SW SCHEDULE @ S-3 CONTINUOUS OVER HEADERS. DO NOT CUT DOUBLE TOP PLATES UNLESS <br /> N/R = NO HOLD-DOWN REQ'D ALLOWED PER THE FRAMING PLAN. CITY OF EVERETT <br /> RF\, E\NED FOR PERMIT <br />