Laserfiche WebLink
r L <br />1 <br />631Vi f LII f LP91V <br />�_Wl2 X BEAM & JOIST CONNECTION <br />(NO SCALE) <br />G G <br />° <br />° <br />� a <br />Lu <br />a <br />zi <br />° � a <br />G Q G <br />G <br />G O 4 G <br />G <br />CONT. FTG REINF PER PLAN <br />° <br />G <br />STD HOOK (TYP) - <br />° <br />(2) #4 CAR G <br />OR MATCH FOOTING <br />REINF PER PLAN = - �_---I <br />241 LAP _ <br />t fing � 001; 1 mi, owu t a-, <br />12d COMMONS TOP PLATE SPLICE <br />@ 4" D.C. X 2 STAGGERED ROWS LOCATION <br />`PROVIDE STUD UNDER <br />ABUTTING PLATES <br />TYPICAL TOP PLATE <br />(NO SCALE) <br />NOTES: <br />1. MINIMUM SPACING OF TOP PLATE SPLICES SHALL NOT BE <br />LESS THAN 4 FEET O.C. <br />2. DETAIL IS APPLICABLE FOR TOP & BTM PLATE SPLICE. <br />3. MST37 STRAP CENTERED AT PLATE SPLICE MAY BE USED <br />IN LIEU OF SPECIFIED NAILING, <br />2 X PLATE <br />TRIM TO SIT FLUSH <br />8"O A307 STUD @ 32" O.C. <br />4 /— 4" FLOOR <br />/ SHEATHING <br />— BM PER PLAN <br />PLATE ATTACHMENT DETAIL <br />SHEAR WALL <br />(WHERE IT OCCURS) <br />BOUNDARY NAILING <br />PER SHEAR WALL SCHEDULE <br />(3) 1Od @ 6" O.C. <br />(2) 4"0 A307 <br />W®OD PC,J 1 I LI t F LMIM <br />WHERE FOOTING SECTION 'A" IS MORE THAN 8,4 <br />PROVIDE METAL TIE 1 SGA X 1 -2" X 4'0" MIN, EACH SIDE <br />WITH 8-15d COMMON NAILS, EACH SIDE OF SPLICE <br />HOLD-DOWN PER PLAN <br />(WHERE IT OCCURS) <br />/— THREADED ROD <br />2 X CRIPPLE STUD WALL <br />° .. ��jm• SHEAR WALL MARK AS WALL ABOVE <br />FOOTING SECTION 'A' COUPLING NUT <br />NOTE: WHERE FOOTING SECTION'A" <br />IS LESS THAN 84" LONG IN A <br />25'-0" TOTAL LENGTH WALL, PROVIDE <br />BRACING AT CRIPPLE STUD WALL <br />FOUNDATIONTYPICAL STEPPED I <br />f- A QILL <br />ji�;Iijjjgg <br />ME <br />1111111021 <br />BM PER DI A1u <br />-CORNER BEAM SUPPORT IL <br />6' <br />GARAGE <br />DOOR <br />OPENING <br />olmloolkyll W <br />Et"J .A <br />PT SILL PLATE <br />#4 @ 14" O.C. <br />(NO LESS THAN 2 BARS) <br />$"O X 10" ANCHOR BOLT <br />0.511 <br />SEE NOTE S ®1 ' BOUNDARY NAILING <br />PER S.W. TABLE ON S-3 <br />SLAB PER PLAN <br />4 @ 16" O.C. 6" C EAR <br />a <br />LJ <br />STD Ho® <br />- a <br />cri <br />PER PLAN (2) #4 CONT. BARS <br />PER PLAN <br />(NO SCALE) <br />NOTES: <br />1. MAXIMUM ALLOWED HEIGHT OF WALL IS 4 FT. <br />2. 3" COVER REQ'D FOR ALL REINFORCEMENT. <br />3. USE GRADE 40 OR GRADE 60 REINFORCEMENT. <br />4. REFER TO SHEAR WALL TABLE ON S-3 FOR THE BOLTED SILL PLATE. 3 X <br />REQUIRED FOR SW-3 AND GREATER. <br />5. ANCHOR BOLT (A.B.) REQUIREMENTS: <br />5.1. ALL WASHERS SHALL BE 3 X 3 X 4' PLATE. MAX DISTANCE FROM EDGE OF <br />PLATE WASHER TO SHEATHING SHALL BE 1/2". <br />5.2. SPACE A.B. @ 48" O.C. IN NON SHEAR WALLS. <br />5.3, FOR A.B. AS SPECIFIED PER THE SHEAR WALL (S.W.) PLANS, REFER TO <br />S.W. TABLE ON S-3. <br />STRAP <br />BEND AS SHOWN <br />OUNDARY NAILING PER <br />mo j <br />1 <br />z <br />HUCQ <br />nCn ni "hI <br />IVItJ I uv <br />1 <br />u <br />CD <br />2 <br />e�cn <br />c/i <br />c <br />Iu <br />STAGGER BOLTS <br />t DOUBLE SHEATHED <br />Iffriva".)il <br />